Soil-Foundation-Structure Interaction Shallow Foundations. Centrifuge

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					REPORT NO.
UCD/CGMDR-05/02   CENTER FOR GEOTECHNICAL MODELING




                  Soil-Foundation-Structure Interaction:
                  Shallow Foundations. Centrifuge Data
                  Report for the SSG04 Test Series.




                  BY

                  J. M. THOMAS
                  S. GAJAN
                  B. L. KUTTER




                  DEPARTMENT OF CIVIL & ENVIRONMENTAL ENGINEERING
                  COLLEGE OF ENGINEERING
                  UNIVERSITY OF CALIFORNIA AT DAVIS


                  SEPTEMBER 2005
Soil-Foundation-Structure Interaction: Shallow Foundations. Centrifuge Data Report for
                                the SSG04 Test Series.

                             J.M Thomas, S. Gajan, and B. L. Kutter

              Center for Geotechnical Modeling Data Report UCD/CGMDR-03/02


Date:                  October 2004

Date of Testing:       May/June 2004

Project:               Soil-Foundation-Structure Interaction: Shallow Foundations.

Contract Number:       NSF Contract Number 2142000
                       PEER Contract Number 2061999

Sponsor:               Pacific Earthquake Engineering Research Center

Related Reports:       Soil-Foundation-Structure Interaction: Shallow Foundations. Centrifuge
                       Data Reports for the KRR01, KRR02, KRR03, SSG02, SSG03 and
                       SSG04 Test Series.


ACKNOWLEDGMENTS

This work was supported primarily by the Earthquake Engineering Research Center’s Program
of the National Science Foundation under Award Number EEC – 9701568 and PEER project
number 2262001. The contents of this report are not necessarily endorsed by the sponsors. The
authors would like to acknowledge the suggestions and assistance of Geoff Martin (USC), Mark
Moore (Rutherford and Chekene), Dan Wilson, Tom Kohnke, Lars Pedersen, Penny
Walgenbach, Tom Coker, and Chad Justice.

Development of the large centrifuge at UC Davis was supported primarily by the National
Science Foundation, NASA, and the University of California. Additional support was obtained
from the Tyndall Air Force Base, the Naval Civil Engineering Laboratory, and the Los Alamos
National Laboratories. The large shaker was funded by the California Department of
Transportation, the Obayashi Corporation, the National Science Foundation, and the University
of California.


CONDITIONS AND LIMITATIONS

Permission is granted for the use of these data for publications in the open literature, provided
that the authors and sponsors are properly acknowledged. It is essential that the authors be
consulted prior to publication to discuss errors or limitations in the data not known at the time of


                                                                                              1
release of this report. In particular, these may be later releases of this report. Questions about
this report may be directed by e-mail to cgm@ucdavis.edu.




                                                                                            2
TABLE OF CONTENTS


ACKNOWLEDGMENTS ............................................................................................................ 1

CONDITIONS AND LIMITATIONS......................................................................................... 1

PURPOSE AND CONFIGURATION OF THE JMT01 TEST SERIES ................................ 4

SOIL PROPERTIES .................................................................................................................... 4

STRUCTURE PROPERTIES ..................................................................................................... 5

SCALE FACTORS ..................................................................................................................... 11

INSTRUMENTS AND MEASUREMENTS ............................................................................ 12

TEST SERIES CHRONOLOGY .............................................................................................. 14

KNOWN LIMITATIONS OF RECORDED DATA AND MODEL ..................................... 14

DESCRIPTION OF DISPLACEMENT COMMAND FOR STATIC PUSH EVENTS...... 15

DESCRIPTION OF DISPLACEMENT-COMMAND FILES FOR MODEL SHAKING . 15

ORGANIZATION OF DATA FILES AND PLOTS ............................................................... 15

REFERENCES: .......................................................................................................................... 22

Tables and Figures

APPENDIX A: MathCAD Example Sheets………………………………………………….23

APPENDIX B: SSG04 Test Series Result Plots………………………………………..….…61

APPENDIX C: SSG04 Test Series Time History Plots…………………………………..….81




                                                                                                                                  3
PURPOSE AND CONFIGURATION OF THE JMT01 TEST SERIES

JMT01 was the seventh test series in a study to understand the behavior of shallow building
foundations under large non-linear loading. Similar to the KRR01, KRR02, KRR03, SSG02,
SSG03 and SSG04 test series, this model featured shear wall strip footings. Rigid structures
were placed on a dense sand foundation.

Procedures unique to JMT01 include:
      1: Single walls and footings were used for slow cyclic tests as opposed to double-wall
          structures used in the KRR series.
      2: A total of 12 stations were utilized, all having a sand foundation with a relative
          density of approximately 80%.
      3: Many stations were embedded with embedments ranging from 0.5B to 2.5B.
      4: All but one of the horizontal slow cyclic tests used two actuators to apply various load
      paths.
      5: About half of the tests were conducted using a square footing.
      6: In the dynamic test LVDT’s were placed to measure free field settlement and free field
      surface accelerations were measured.

JMT01 was built with a 20.0 centimeter soil base made with Nevada Sand having a relative
density of roughly 80% throughout the container. The foundation soil contained instrumentation
for measuring both vertical and horizontal accelerations for dynamic tests. The 50.8 cm or 55.8
cm tall structures simulated rigid shear walls that transfer lateral loads to the foundation
elements. The overall height of the structure varied depending on the degree of embedment that
was desired. The structures were instrumented to measure horizontal acceleration, vertical
accelerations, vertical displacements, and horizontal displacements during testing.

Model testing was performed using the 9-meter-radius geotechnical centrifuge at UC Davis. A
total of 85 slow cyclic events and 5 dynamic events were applied to the model. Shaking was
applied parallel to the long sides of the rigid model container. Ground motions for dynamic
events included various amplitudes of a tapered cosine wave as well as a Santa Cruz ground
motion from the Loma Prieta Earthquake. The approximate centrifuge acceleration used in these
tests was 20 g at the soil-footing interface (i.e. sand surface). A chronology of the entire test is
listed in Table 5. The column headings for this table are described under Organization of Data
Files and Plots.

SOIL PROPERTIES

Some of the material properties of the Nevada sand used in the test program are given in Table 1.
Mechanical grain-size analyses of the sand were conducted according to ASTM D422 for a prior
test. It should be noted that the samples used in the grain size analyses were dry samples taken
from the storage bin at the centrifuge facility during a prior test (DKS02), not from the pluviator
during construction or from the model after testing. Average relative density is based on
calculated unit weights and on the results from maximum and minimum density measurements
performed according to ASTM D4253-83 and D4254-83 by Woodward-Clyde (1997). For this
test series the friction angle of the soil was determined to be 43o. The friction angle was back

                                                                                              4
calculated from a vertical push test run during the JMT01 series. This vertical push was slightly
different from similar test run in previous series, KRR or SSG. For the JMT01 vertical push test
a square footing was used where as only rectangular footings had been used previously.

In the spirit of the first six test series, WD40 was added to the surface of the sand for all of the
JMT01 events. The oil was discovered to maintain the shape of the foundation imprint as the
structure rocked back and forth. As noted by Rosebrook (July 2001), with no oil, the sand grains
fell into the gaps created by the foundation uplift at the soil-structure interface. As the building
rocked back into its original position, it was forced onto the newly caved-in sand, which was
considered to be unrealistic. This sometimes caused a “negative settlement” of the structure. For
the JMT01 series, WD40 was used for all tests. The amount of oil used was measured based on
its viscosity and lubrication characteristics and sprayed onto the sand surface before placement
of each structure. Rosebrook (July 2001) concluded that the effect of WD40 on the strength
characteristics of the sand was minimal and that only the cohesion was slightly altered.

Table 1: Soil properties of Nevada Sand
Soil                                              No. 120 Nevada Sand, UCD Batch #2 delivered
                                                            approx. November 1996
Supplier                                                 Gordon Sand Co., Compton, CA
Classification                                               Uniform, fine sand; SP
Specific Gravity                                                     2.67
Mean Grain Size, D50 (mm)                                            0.15
Coefficient of Uniformity, Cu                                        1.06
Maximum Dry Unit Weight2, γd,max (kN/m3)                             16.8
Minimum Dry Unit Weight2, γd,min (kN/m3)                             14.0
Relative Density (average) (%)                                         80
2
    Woodward – Clyde (1997)



STRUCTURE PROPERTIES

See the SSG02 data report (Gajan et al., 2003) for a description of the footing and shear wall
properties. The JMT01 model configuration is shown in Figure 1 (along with a visual
description of the local coordinate system) and the aluminum and steel structures are shown in
Figure 2. For absolute positions, refer to Table 6.




                                                                                                5
                        Top View                                        N
                                                       1759

                                                                                      Load Frame




                                                STATION I         STATION F            STATION C




                                                                   STATION E          STATION B
905




                               STATION J        STATION G
                                                                   STATION D


                                                                                                    x

                                                                                               y

               Load Frame
Figure 1a: plan view of soil container and relative location of slow cyclic stations. Dimensions are in model
scale millimeters

                                                       1759

                                                                                      Load Frame




                       STATION K AND L




905




                                                                               STATION A


                                                                                                    x

                                                                                               y

               Load Frame
Figure 1b: plan view of soil container and relative location of dynamic stations. Dimensions are in model scale
millimeters




                                                                                                        6
                            Top View                               N
                                                            1759

                                                                             Load Frame
          A1




                                                Station H
                                  A9
                             A7        A8




    905
               A3




                                                                                 A6
                                                                            A4        A5

                                                Station I                                          x

                                                                                           y
          A2


                    Load Frame
 Figure 1c: Instrument configuration in and on rigid container.



                                                            1759

                                                                             Load Frame
          A1




                              STATION K AND L



                        INSTRUMENTS
                        A16-A25



    905
               A3




                                                                       STATION A


                                                                        INSTRUMENTS A11-A15
                                                                                                   x

                                                                                           y
          A2


                    Load Frame                                          Horizontal Accelerometer
                                                                        Vertical Accelerometer


Figure 1d: Instrument configuration on dynamic stations


                                                                                                       7
                                West Side Section View




                                            LC2                            L2          LC2                       L2
                                                                                                                      beams continue
                      LC1                                  V2         V1                                              for length of box
                                            LC1                            L1          LC1                       L1
                                                                                                    V2      V1
                    V2         V1




                                                                                                                               Nevada Sand
                                                                                                                                                 Z
                   STATION J                              STATION G                                STATION D                200



                                                                                                                                       y

Figure 1e: Side view of model configuration for stations "J", "G" and "D"




                                      LC2                       L2                                         L2     LC2                      L2
                                                                                LC2

                                      LC1                        L1             LC1                        L1     LC1                      L1
                                                     V2         V1                            V2      V1                          V2        V1




                                                                                                Nevada Sand                                      Z
                                                   STATION I                     200         STATION F                    STATION C



                                                                                                                                       y

Figure 1f: Side view of model configuration for stations "I", "F" and "C"

                   Vertical Linear Potentiometer
                   Horizontal Linear Potentiometer
                   Load Cell
                                                                                       N


                                                                                                                                                 8
                                             West Side Section View


                                                                 beams continue
                                                                 for length of box




                                                                             LC2                  L2                          L2


                                                                             LC1                   L1    LC1                  L1
                                                                                       V2        V1
                                                                                                                      V2      V1




                                                          Nevada Sand
                                                                                     STATION E
                                                                                                                                           Z
                                                                            200                                  STATION B



                                                                                                                                   y

          Figure 1g: Side view of model configuration for stations "E" and "B"



                   A19, A24       A20, A25                                                                    A14     A15
                                                                                                        A11
                 A16, A21




                                       L2                                                                                    L2
                                                                                                        A12
                  A17, A22
                                       L1                                                                                    L1
                             V2       V1                                                                         V2     V1


                  A18, A23
                                                                                                         A13

                                                   Nevada Sand                                                                             Z
                                             200                                                               STATION A
                      STATION K AND L
         A3

A1, A2                                                                                                                             y

          Figure 1h: Side view of model configuration for stations "K and L" and "A"

                      Linear Potentiometer
                      Accelerometer                                       N                                    direction of shaking


                      Load Cell




                                                                                                                                       9
                                y'                                    x'                                                y'                                     x'




                         Sand Surface                                                                                Sand Surface




         -z'                                             -z'                                      -z'                                                -z'
 North-South Side View                       East-West Side View                            North-South Side View                        East-West Side View


                                                          Vertical Linear Potentiometer
                                                          Horizontal Linear Potentiometer
                                                          Horizontal Linear Potentiometer




Figure 2a: Test configuration for lightweight and standard wall with shallow square footing.




                              Sand Surface                                                                             Sand Surface




 North-South Side View                       East-West Side View                             North-South Side View                    East-West Side View


                                                          Vertical Linear Potentiometer
                                                          Horizontal Linear Potentiometer
                                                          Horizontal Linear Potentiometer




Figure 2b: Test configuration for standard wall with deep square footing and heavy wall with
shallow rectangular footing.


                                                                                                                                                10
                                       Sand Surface                                                                Sand Surface




           North-South Side View                      East-West Side View                                                North-South Side View


                                                                  Vertical Linear Potentiometer
                                                                  Horizontal Linear Potentiometer
                                                                  Horizontal Linear Potentiometer




Figure 2c: Test configuration for heavy wall with deep rectangular footing and vertical push
test with square footing,

                             x'                                  x'                                               y'




                                                                      Sand Surface




     -z'                             -z'                                                    -z'
   East-West Side View of          East-West Side View of                              North-South Side View of
      Accelerometers                   Potentiometers                                       Potentiometers


                                     Vertical Linear Potentiometer
                                    Horizontal Linear Potentiometer
                                    Horizontal Linear Potentiometer
                                    Horizontal Accelerometer
                                    Horizontal Accelerometer



Figure 2d: Test configuration for dynamic tests; heavy wall with deep rectangular footing and
standard wall with deep square footing.

                                                                                                                                        11
SCALE FACTORS

All data presented in this report and included in the accompanying data files are in prototype
units of millimeters and g's for displacement and acceleration, respectively, unless otherwise
noted. A uniform scale factor of 20 has been applied because all test events were conducted at
approximately the same g-level. Table 2 lists the approximate factors that were used to convert
the data to prototype scale. A radial distance to the surface of the sand of 8.65 m was used to
calculate centrifugal accelerations within the model. This value was determined by taking the
9.14m radius to the bucket floor, minus the 0.29m distance between the inside base of the
container and the bucket floor, minus 0.200m sand thickness.

Table 2: Scale factors used to convert the data to prototype units: Model Dimension / Prototype
Dimension vs. Centrifuge rpm.
                               Centrifuge rpm             45.5
                               Time (dynamic)             1/20
                        Scale Factor




                               Displacement, Length       1/20
                               Acceleration, Gravity       20
                               Velocity                     1
                               Pressure, Stress             1


INSTRUMENTS AND MEASUREMENTS

Two different origins are used to define the x, y, z location of the instruments, and are
summarized in Table 6. The axis origin of the “container coordinate system” locating
instruments within the soil (i.e. instrument location numbers A4-A15 in Table 6) is located at the
inside southwest bottom corner of the container. As shown in the test series configuration
drawings (Figure 1), positive “x” is taken as the East direction, positive "y" is taken in the North
direction, and positive "z" is taken in the up direction (i.e. the bottom inside of box being zero).
By convention, the centrifuge arm is considered to be a compass needle, with the bucket forming
the north arrow. Positions of instruments are recorded before testing as well as after testing and
are presented in Table 6. Distances of the instruments from the origin are recorded using a
measuring tape and a depth gauge. Specifically, the position of each accelerometer is measured
to their tip along the centerline of the instrument.

The instruments located on the structure are placed with reference to a “structure coordinate
system” with an origin at the top middle south side of the structure. As shown in Figure 2,
positive “x’” is taken in the East direction, positive “y’” is taken in the North direction, and
positive “z’” is taken in the up direction. Specific structure details such as the footing length,
width, and area, the z coordinate of the center of gravity, and the mass moment of inertia are
listed in Table 3. Note that configurations vary with different stations as the structures
components were changed for different tests. For double-wall configurations, the mass moment
of inertia and the mass data in Table 3 are the total building moment of inertia and mass divided
by two to obtain a mass and a mass moment of inertia per footing. Locations of the
accelerometers and linear potentiometers on the structure are listed in Table 6.


                                                                                             12
Table 3: Station specific structure data (model dimensions per footing).
             L       B          A         M          CG (z
Station (mm) (mm)             (mm2)     (kg)      coordinate)       Icg (kg*cm2) per footing   F.S.
   C       50        50      2500     3.177           n/a                     n/a              3.6
   C      142.2     34.3     4877     4.801           n/a                     n/a              5.0
   F      142.2     34.3     4877     4.801           n/a                     n/a              7.7
   I      142.2     34.3     4877     8.115           n/a                     n/a              3.0
   G       50        50      2500     4.90            n/a                     n/a              2.4
   J       50        50      2500      n/a            n/a                     n/a              n/a
   E      142.2     34.3     4877     8.64            n/a                     n/a              8.4
   B      142.2     34.3     4877     8.64            n/a                     n/a              12.6
   D       50        50      2500       4.9           n/a                     n/a              12.1
   A       50        50      2500     4.06          -242.5                   507.9             14.4
   K      142.2     34.3     4877      9.67         -260.2                   817.1             8.3

In addition to giving each instrument’s location, Table 6 lists each instrument’s location number,
type, engineering units for reported data, location description, direction, range, serial number,
calibration factor, and comments. An instrument location number is an alphanumeric identifier
assigned to a specific instrument location and corresponds to an instrument label in the model
configurations of Figures 1 and 2. The location description is a general description of an
instruments location in the model. The direction refers to an instrument's primary orientation;
specifically, "V" and "H" refer to vertical and horizontal orientation, respectively. The range of
an instrument is simply its maximum rated capacity. Calibration factors were used to convert
instrument voltage outputs into engineering model-unit data, and were determined either by
manual re-calibration prior to model construction (linear potentiometers and load cell) or by
using the manufacturer's instrument sensitivity directly (accelerometers). If an instrument
performed unexpectedly, or was adjusted or replaced during the test, a comment is included in
Table 6.

During JMT01 testing, the following types of data were recorded: accelerations through the
Nevada sand, accelerations of the shaker load frames and the rigid container, settlement of the
sand layer, linear displacement of the structures during slow cyclic tests, and linear displacement
as well as acceleration of the structure during dynamic testing.

Each instrument had a consistent, positive-output sign convention corresponding to its
orientation in the model. In particular, positive displacement represented the extension of the
linear potentiometers. All soil horizontal accelerometers were oriented with their tips to the
north, and their outputs will have the same sign whenever the container was accelerated in a
given direction. The accelerometers on the outside of the box pointed south. All vertical
accelerometers pointed upward in the sand. To compensate for the variation in instrument
orientation, a negative (–) sign is included in the calibration factor where appropriate such that
positive acceleration is in the positive “container coordinate” direction indicated in Figure 1.




                                                                                                 13
TEST SERIES CHRONOLOGY

Table 5a outlines the chronology of the JMT01 test series for all events between May 19, 2004
and June 29, 2004. For each event it includes a listing of the “Date”, “Test” name (associated
with each pertinent test recording), “Event” name, “Time”, “Structure Location”, raw “Output
File” name, “Channel Gain List” name, “Prototype Unit File” name and a space for comments
associated with the event. In addition, there is a column to describe the type of event. This
mentions the general driving mechanism (slow cyclic or dynamic), the direction of motion for
the slow cyclic events (horizontal or vertical), the weight of the structure (light, standard or
heavy), and the height of horizontal push (standard or low).


KNOWN LIMITATIONS OF RECORDED DATA AND MODEL

Friction of the Teflon® supports was not accounted for in any of the tests. Resistance to lateral
displacement or rotation would be largest on those buildings placed off center (Stations C, F, I,
D, G and J) due to the lateral component of the radial centrifugal force direction. However, the
coefficient of friction between Teflon® and aluminum is small (approximately 0.04) so the
assumption was that the resistance was negligible compared to the applied moment (less than
2%). Depending on the weight of the structure, the resisting moment created by the support
system ranged between 2.5 kN-m to 6.8 kN-m (prototype scale). This is comparable an
approximate moment capacity of 200 kN-m to 450 kN-m on the footing.

Due to friction in the bucket pivot point, and due to eccentric mass on the bucket, there may have
been a small tilt of the container relative to the g-field. The bucket tilt was less than 0.5 degrees.

During construction of the model and placement of the buildings, an attempt was made to locate
accelerometers and linear potentiometers as accurately as possible. Due to the operators’ close
proximity to the surface of the sand as well as the structure footings, small movements of the
instruments during the test sequence were inevitable. The surface of the soil may have been
inadvertently disturbed for the same reason.

In some of the testing springs were used to hold instruments to the building. The forces from
these springs were determined to be negligible compared to the total force that was imparted on
the building. Therefore, the springs were neglected in the calculations.

The above limitations were present in all of the tests that were conducted. Additional limitations
were present in some of the other tests conducted. On May 29th during the test named sliderot2
one of the load cells went out of range. The settlement and rotation data can be used, however,
none of the force data is reliable. On June 7th and unknown problem arose on the last five tests,
the names are; sliding2, sliding3, sliderot1, sliding4 and sliding5. Although everything appears
to be okay with the data when the applied moments were calculated, the values exceeded the
theoretical maximum for that footing. One theory on the cause of this was the possibility that
one or both of the load cells was overstressed and yielded. The author recommends that the
force and moment data from these tests not be used. The analyses of the above mentioned tests
have been included in the appendix for completeness.

                                                                                               14
DESCRIPTION OF DISPLACEMENT COMMAND FOR STATIC PUSH EVENTS

Hydraulic actuators were used to apply controlled lateral and vertical forces to the building
model foundations. LabVIEW® software was programmed to command the actuator to perform
sinusoidal strokes at any frequency, amplitude and number of cycles. Time histories for all
events can be found in Appendix B. Table 5b describes these slow, cyclic events in detail.
Station D, for example, had two types of input motion. One of the command types was to
achieve only sliding, the actuators were given the command to both move the same distance, 3
mm for example. The second type of input was for the structure to only rotate. Commands were
given based on ratios of the heights of the actuators above the base of the footing and the desired
amplitude of rotation, for example 0.5% rotation.


DESCRIPTION OF DISPLACEMENT-COMMAND FILES FOR MODEL SHAKING

The input motion used to command the shaker during the first four dynamic test events was a
tapered cosine wave. The motion was a cosine that increased in amplitude through 6 cycles.
Chronologically, the same wave sequence was subjected to the model 4 times, with an increasing
amplification factor for each event. The final dynamic test event used a ground motion recorded
in Santa Cruz from the Loma Prieta earthquake. See Table 5a for amplification factor values.

ORGANIZATION OF DATA FILES AND PLOTS

In addition to listing the date, time, rpm, and input file name for each test, Table 6 also gives the
event description, amplification factors used to scale the amplitude of shaking, channel gain list
with file names (CGL_*.txt), output file names, rough peak to peak base accelerations, and
comments pertaining to each event. In the case of a shaking event, the event description is a
shortened version of the full input file description.

Several channel gain lists were used for the static and dynamic test events (Tables 7 and 8,
respectively). They specified which instruments’ outputs, and in what order, would be recorded
for a particular event. The information contained in each list is unique to each test. The order in
which the instruments were sampled is referred to as “DT Entry No.” and corresponds to the
column number to which data for an instrument was written in the original output file for an
event. The initials “DT” stand for “Data Translation”, the company that manufactured the A/D
board. The importance of the DT number is that it also gives the column number of the
instrument data in the *.out output files. In the MathCAD example sheets, it is the Data
Translation number that is used to name an instrument (i.e. accelerometer A15 is DT number 21
for the dynamic test sequence as shown in channel gain list “CGL_11.txt”).

In the channel gain lists (Table 7 and 8), the column labeled “Scale Exp.” indicates how model
data should be scaled according to centrifuge modeling laws. For example, a value of 2 means
that to convert model values to prototype values, the data should be multiplied by N2, where N is
the scale factor for gravity.

All original raw output files had *.out extensions. Low frequency data sampling (256 Hz, model
scale) occurred during the vertical and horizontal pseudo-static load tests and high frequency

                                                                                              15
data sampling (2048 Hz, model scale) occurred during the dynamic shaking events. Prototype
files (with extensions *.prt) are output files that have been converted to engineering prototype
units using the appropriate channel gain list and centrifuge scaling laws. As part of this
conversion to *.prt format, all data was zero referenced. For the linear potentiometers the zero
reference was the voltage recorded at 20g prior to testing. Accelerometers were zeroed prior to
each shaking event. Example MathCAD conversion sheets are provided in Appendix A.

Results from this test are presented in Appendices B and C. Appendix B contains plots of the
structure in regards to the moment-rotation, settlement-rotation, lateral load-sliding and
settlement-sliding. Appendix C contains the time histories of slow cyclic events and shake
sequences. The page number at the bottom of each plot is specific to the instruments plotted on
that page. Table 4a and 4b specify which instruments were used on each page for the slow cyclic
test sequences. Table 4c specifies which instruments were used on each page for the dynamic
test sequence. Note that “AB” represents the average base acceleration, and is included on all
pages for easy reference. Also note that when “AB” is plotted with displacement, displacement
time scales are correct, but the acceleration is not plotted to scale.




Table 4a: Organization of slow cyclic time histories, Horizontal Load, in Appendix C.

 Page #                   Page Name                                  Instruments
   1                  Linear Potentiometers                    L1, L2, V1, V2, FB0, FB1
   2                       Load Cell                                   LC0, LC1

Table 4b: Organization of dynamic time histories in Appendix C.

 Page #                    Page Name                               Instruments
   1                   Soil Accelerations                             A4-A10
   2                        Station A                                A11-A15
   3                  Station K, East Wall                           A21-A25
   4                 Station K, West Wall.                           A16-A20
   5           Station A, Linear Potentiometers                    L1,L2,V1,V2
   6          Station K, East Wall Linear Poten.                L1E, L2E, V1E, V2E
   7          Station K, West Wall Linear Poten.               L1W, L2W, V1W, V2W




                                                                                          16
Table 5a: JMT01 Test Series Chronology

                                                                Centrifugal
                                               Structure                                                                    Amp g - peak-                       Channel Gain
  Date




                  Test      Event    Time                     Acceleration, N                Description1                                     Output File                       Prototype Unit File              Comments
                                               Location                                                                    Factor to-peak                           List
                                                                   (g)
                 HSC1     jmt01_01                                  20               light wall, 2 acct, pure sliding                           test1a.txt       CGL_01.txt          test1a.prt                square footing
                 HSC2     jmt01_02                                  20               light wall, 2 acct, pure sliding                           test1b.txt       CGL_01.txt          test1b.prt                square footing
  5-19-04




                 HSC3     jmt01_03             Station C            20               light wall, 2 acct, pure sliding                            test3.txt       CGL_01.txt           test3.prt                square footing
                 HSC4     jmt01_04                                  20              light wall, 2 acct, pure rotation                         rotation1.txt      CGL_01.txt        rotation1.prt               square footing
                 HSC5     jmt01_05                                  20              light wall, 2 acct, pure rotation                         rotation2.txt      CGL_01.txt        rotation2.prt               square footing
                 HSC6     jmt01_06                                  20            standard wall, 2 acct, pure sliding                            test1.txt       CGL_02.txt           test1.prt              rectangular footing
  5-21-04




                 HSC7     jmt01_07             Station C            20            standard wall, 2 acct, pure sliding                            test2.txt       CGL_02.txt           test2.prt              rectangular footing
                 HSC8     jmt01_08                                  20           standard wall, 2 acct, pure rotation                         rotation1.txt      CGL_02.txt        rotation1.prt             rectangular footing
                 HSC9     jmt01_09                                  20            standard wall, 2 acct, pure sliding                          sliding1.txt      CGL_03.txt         sliding1.prt             rectangular footing
                 HSC10    jmt01_10                                  20            standard wall, 2 acct, pure sliding                          sliding2.txt      CGL_03.txt         sliding2.prt             rectangular footing
  5-27-04




                 HSC11    jmt01_11             StationF             20           standard wall, 2 acct, pure rotation                         rotation1.txt      CGL_03.txt        rotation1.prt             rectangular footing
                 HSC12    jmt01_12                                  20          standard wall, 2 acct, slide and rotate                     slideandrot1.txt     CGL_03.txt      slideandrot1.prt            rectangular footing
                 HSC13 jmt01_13                                     20          standard wall, 2 acct, slide and rotate                      slideandrot2.txt    CGL_03.txt      slideandrot2.prt            rectangular footing
                 HSC14 jmt01_14                                     20              heavy wall, 2 acct, pure sliding                            sliding1.txt     CGL_04.txt         sliding1.prt             rectangular footing
                 HSC15 jmt01_15                                     20             heavy wall, 2 acct, pure rotation                           rotation1.txt     CGL_04.txt        rotation1.prt             rectangular footing
                 HSC16 jmt01_16                                     20             heavy wall, 2 acct, pure rotation                           rotation2.txt     CGL_04.txt        rotation2.prt             rectangular footing
                 HSC17 jmt01_17                                     20             heavy wall, 2 acct, pure rotation                           rotation3.txt     CGL_04.txt        rotation3.prt             rectangular footing
                 HSC18 jmt01_18                                     20              heavy wall, 2 acct, pure sliding                            sliding2.txt     CGL_04.txt         sliding2.prt             rectangular footing
                 HSC19 jmt01_19                                     20            heavy wall, 2 acct, slide and rotate                         sliderot1.txt     CGL_04.txt        sliderot1.prt             rectangular footing
  5-28-04




                 HSC20 jmt01_20                                     20              heavy wall, 2 acct, pure sliding                            sliding3.txt     CGL_04.txt         sliding3.prt             rectangular footing
                                                Station I
                 HSC21 jmt01_21                                     20          heavy wall, 2 acct, correct for rotation                      correction1.txt    CGL_04.txt      correction1.prt             rectangular footing
                 HSC22 jmt01_22                                     20          heavy wall, 2 acct, correct for rotation                      correction2.txt    CGL_04.txt      correction2.prt             rectangular footing
                 HSC23 jmt01_23                                     20              heavy wall, 2 acct, pure sliding                            sliding4.txt     CGL_04.txt         sliding4.prt             rectangular footing
                 HSC24 jmt01_24                                     20              heavy wall, 2 acct, pure sliding                             slide5.txt      CGL_04.txt          slide5.prt              rectangular footing
                 HSC25 jmt01_25                                     20             heavy wall, 2 acct, pure rotation                        rotation5and6.txt    CGL_04.txt     rotation5and6.prt            rectangular footing
                 HSC26 jmt01_26                                     20             heavy wall, 2 acct, pure rotation                           rotation7.txt     CGL_04.txt        rotation7.prt             rectangular footing
                 HSC27 jmt01_27                                     20            heavy wall, 2 acct, slide and rotate                         sliderot2.txt     CGL_04.txt        sliderot2.prt             rectangular footing
                 HSC28 jmt01_28                                     20           standard wall, 2 acct, pure rotation                          rotation1.txt     CGL_05.txt        rotation1.prt                square footing
                 HSC29 jmt01_29                                     20           standard wall, 2 acct, pure rotation                          rotation2.txt     CGL_05.txt        rotation2.prt                square footing
                 HSC30 jmt01_30                                     20           standard wall, 2 acct, pure rotation                          rotation3.txt     CGL_05.txt        rotation3.prt                square footing
                 HSC31 jmt01_31                                     20           standard wall, 2 acct, pure rotation                          rotation4.txt     CGL_05.txt        rotation4.prt                square footing
                 HSC32 jmt01_32                                     20            standard wall, 2 acct, pure sliding                           sliding1.txt     CGL_05.txt         sliding1.prt                square footing
  6-1-04




                 HSC33 jmt01_33                                     20           standard wall, 2 acct, pure rotation                          rotation5.txt     CGL_05.txt        rotation5.prt                square footing
                                                Station G
                 HSC34 jmt01_34                                     20           standard wall, 2 acct, pure rotation                          rotation6.txt     CGL_05.txt        rotation6.prt                square footing
                 HSC35 jmt01_35                                     20           standard wall, 2 acct, pure rotation                          rotation7.txt     CGL_05.txt        rotation7.prt                square footing
                 HSC36 jmt01_36                                     20           standard wall, 2 acct, pure rotation                          rotation8.txt     CGL_05.txt        rotation8.prt                square footing
                 HSC37 jmt01_37                                     20           standard wall, 2 acct, pure rotation                          rotation9.txt     CGL_05.txt        rotation9.prt                square footing
                 HSC38 jmt01_38                                     20            standard wall, 2 acct, pure sliding                           sliding2.txt     CGL_05.txt         sliding2.prt                square footing
                 HSC39 jmt01_39                                     20            standard wall, 2 acct, pure sliding                           sliding3.txt     CGL_05.txt         sliding3.prt                square footing
                 VSC1 jmt01_40                                      20               vertical push, down 6.35 mm                                 push1.txt       CGL_VP.txt          push1.prt        push distances are in model scale
                 VSC2 jmt01_41                                      20                 vertical push, down 5 mm                                  push2.txt       CGL_VP.txt          push2.prt
                 VSC3 jmt01_42                                      20             vertical push, up and down 1 mm                               push3.txt       CGL_VP.txt          push3.prt        all files were stacked and plotted
                 VSC4 jmt01_43                                      20                 vertical push, down 2 mm                                  push4.txt       CGL_VP.txt          push4.prt                to form one single plot
                 VSC5 jmt01_44                                      20                   vertical push, up 1 mm                                  push5.txt       CGL_VP.txt          push5.prt
                 VSC6 jmt01_45                                      20                 vertical push, down 2 mm                                  push6.txt       CGL_VP.txt          push6.prt
                 VSC7 jmt01_46                                      20                   vertical push, up 1 mm                                  push7.txt       CGL_VP.txt          push7.prt
                 VSC8 jmt01_47                                      20                 vertical push, down 2 mm                                  push8.txt       CGL_VP.txt          push8.prt
  6-2-04




                 VSC9 jmt01_48                                      20                   vertical push, up 1 mm                                  push9.txt       CGL_VP.txt          push9.prt
                                                Staton J
                 VSC10 jmt01_49                                     20                 vertical push, down 3 mm                                 push10.txt       CGL_VP.txt         push10.prt
                 VSC11 jmt01_50                                     20                   vertical push, up 1 mm                                 push11.txt       CGL_VP.txt         push11.prt
                 VSC12 jmt01_51                                     20                 vertical push, down 3 mm                                 push12.txt       CGL_VP.txt         push12.prt
                 VSC13 jmt01_52                                     20                   vertical push, up 1 mm                                 push13.txt       CGL_VP.txt         push13.prt
                 VSC14 jmt01_53                                     20                 vertical push, down 3 mm                                 push14.txt       CGL_VP.txt         push14.prt
                 VSC15 jmt01_54                                     20                   vertical push, up 1 mm                                 push15.txt       CGL_VP.txt         push15.prt
                 VSC16 jmt01_55                                     20                 vertical push, down 4 mm                                 push16.txt       CGL_VP.txt         push16.prt
                 VSC17 jmt01_56                                     20                 vertical push, down 4 mm                                 push17.txt       CGL_VP.txt         push17.prt
                 VSC18 jmt01_57                                     20                 vertical push, down 3 mm                                 push18.txt       CGL_VP.txt         push18.prt
                 HSC40 jmt01_58                                     20             heavy wall, 2 acct, pure rotation                           rotation1.txt     CGL_06.txt        rotation1.prt             rectangular footing
                 HSC41 jmt01_59                                     20             heavy wall, 2 acct, pure rotation                           rotation2.txt     CGL_06.txt        rotation2.prt             rectangular footing
                 HSC42 jmt01_60                                     21             heavy wall, 2 acct, pure rotation                           rotation3.txt     CGL_06.txt        rotation3.prt             rectangular footing
                 HSC43 jmt01_61                                     22             heavy wall, 2 acct, pure rotation                           rotation4.txt     CGL_06.txt        rotation4.prt             rectangular footing
                 HSC44 jmt01_62                                     23              heavy wall, 2 acct, pure sliding                            sliding1.txt     CGL_06.txt         sliding1.prt             rectangular footing
                 HSC45 jmt01_63                                     24             heavy wall, 2 acct, pure rotation                           rotation5.txt     CGL_06.txt        rotation5.prt             rectangular footing
                 HSC46 jmt01_64                                     25             heavy wall, 2 acct, pure rotation                           rotation6.txt     CGL_06.txt        rotation6.prt             rectangular footing
  6-7-04




                 HSC47 jmt01_65                 Station E           26             heavy wall, 2 acct, pure rotation                           rotation7.txt     CGL_06.txt        rotation7.prt             rectangular footing
                 HSC48 jmt01_66                                     27             heavy wall, 2 acct, pure rotation                           rotation8.txt     CGL_06.txt        rotation8.prt             rectangular footing
                 HSC49 jmt01_67                                     28             heavy wall, 2 acct, pure rotation                           rotation9.txt     CGL_06.txt        rotation9.prt             rectangular footing
                 HSC50 jmt01_68                                     29              heavy wall, 2 acct, pure sliding                            sliding2.txt     CGL_06.txt         sliding2.prt             rectangular footing
                 HSC51 jmt01_69                                     30              heavy wall, 2 acct, pure sliding                            sliding3.txt     CGL_06.txt         sliding3.prt             rectangular footing
                 HSC52 jmt01_70                                     31            heavy wall, 2 acct, slide and rotate                         sliderot1.txt     CGL_06.txt        sliderot1.prt             rectangular footing
                 HSC53 jmt01_71                                     32              heavy wall, 2 acct, pure sliding                            sliding4.txt     CGL_06.txt         sliding4.prt             rectangular footing
                 HSC54 jmt01_72                                     33              heavy wall, 2 acct, pure sliding                            sliding5.txt     CGL_06.txt         sliding5.prt             rectangular footing
                 HSC55 jmt01_73                                     20          heavy wall,1 acct,intermediate height                            push1.txt       CGL_07.txt          push1.prt               rectangular footing
                 HSC56 jmt01_74                                     20          heavy wall,1 acct,intermediate height                            push2.txt       CGL_07.txt          push2.prt               rectangular footing
  6-10-04




                 HSC57 jmt01_75                 Station B           20          heavy wall,1 acct,intermediate height                            push3.txt       CGL_07.txt          push3.prt               rectangular footing
                 HSC58 jmt01_76                                     20          heavy wall,1 acct,intermediate height                            push4.txt       CGL_07.txt          push4.prt               rectangular footing
                 HSC59 jmt01_77                                     20          heavy wall,1 acct,intermediate height                            push5.txt       CGL_07.txt          push5.prt               rectangular footing
                 HSC60 jmt01_78                                     20           standard wall, 2 acct, pure rotation                          rotation1.txt     CGL_07.txt        rotation1.prt               square footing
                 HSC61 jmt01_79                                     20           standard wall, 2 acct, pure rotation                          rotation2.txt     CGL_07.txt        rotation2.prt               square footing
                 HSC62 jmt01_80                                     20           standard wall, 2 acct, pure rotation                          rotation3.txt     CGL_07.txt        rotation3.prt               square footing
  6-10-04




                 HSC63 jmt01_81                                     20           standard wall, 2 acct, pure rotation                          rotation4.txt     CGL_07.txt        rotation4.prt               square footing
                                                Station D
                 HSC64 jmt01_82                                     20            standard wall, 2 acct, pure sliding                           sliding1.txt     CGL_07.txt         sliding1.prt               square footing
                 HSC65 jmt01_83                                     20            standard wall, 2 acct, pure sliding                           sliding2.txt     CGL_07.txt         sliding2.prt               square footing
                 HSC66 jmt01_84                                     20           standard wall, 2 acct, pure rotation                          rotation5.txt     CGL_07.txt        rotation5.prt               square footing
                 HSC67 jmt01_85                                     20            standard wall, 2 acct, pure sliding                           sliding3.txt     CGL_07.txt         sliding3.prt               square footing
                   D1     jmt01_86                                  20                    tapered cosine wave               0.2    0.65      testa_temp.txt      CGL_11.txt      testa_temp.prt
                   D2     jmt01_87                                  20                    tapered cosine wave               .06    1.4       testb_temp.txt      CGL_11.txt      testb_temp.prt
  6-29-04




                   D3     jmt01_88           Stations A,K&L         20                    tapered cosine wave               2.0     16       testc_temp.txt     CGL_11BIG.txt    testc_temp.prt
                   D4     jmt01_89                                  20                    tapered cosine wave               3.0     34       testd_temp.txt     CGL_11BIG.txt    testd_temp.prt
                   D5     jmt01_90                                  20                     Santa Cruz motion                 15     22       teste_temp.txt     CGL_11BIG.txt    teste_temp.prt
            1
                HSC - Horizontal Slow Cyclic
                VSC - Vertical Slow Cyclic
                D - Dynamic




                                                                                                                                                                                                                                           17
-Cyclic Test Event Specifics

                                                             Max Amplitude
  Structure                                                                              Amp
                  Type of Command Motion          # Cycles    (mm/percent    Freq (Hz)           Freq Ratio
  Location                                                                               Ratio
                                                                rotation)
                          Sine Wave                  3              1.0        0.03       n/a       n/a
                          Sine Wave                  3              2.0        0.03       n/a       n/a
  Station B               Sine Wave                  3              4.0        0.03       n/a       n/a
                          Sine Wave                  3              8.0        0.03       n/a       n/a
                          Sine Wave                  3             16.0        0.03       n/a       n/a
                     Sine Wave (Sliding)             3              1.5        0.03       n/a       n/a
                     Sine Wave (Sliding)             3              1.5        0.03       n/a       n/a
                     Sine Wave (Sliding)             3              4.5        0.03       n/a       n/a
                     Sine Wave (Sliding)             3              1.5        0.03       n/a       n/a
  Station C
                     Sine Wave (Sliding)             3              3.0        0.03       n/a       n/a
                    Sine Wave (Rotation)             3            1.0%         0.03       n/a       n/a
                    Sine Wave (Rotation)             3            1.0%         0.03       n/a       n/a
                    Sine Wave (Rotation)             3            2.0%         0.03       n/a       n/a
                     Sine Wave (Sliding)             3              3.0        0.03       n/a       n/a
                     Sine Wave (Sliding)             3              6.0        0.03       n/a       n/a
                     Sine Wave (Sliding)             3              6.0        0.03       n/a       n/a
                    Sine Wave (Rotation)             3            0.5%         0.03       n/a       n/a
  Station D
                    Sine Wave (Rotation)             3            1.0%         0.03       n/a       n/a
                    Sine Wave (Rotation)             3            2.0%         0.03       n/a       n/a
                    Sine Wave (Rotation)             3            4.0%         0.03       n/a       n/a
                    Sine Wave (Rotation)             3            5.0%         0.03       n/a       n/a
                     Sine Wave (Sliding)             3              3.0        0.03       n/a       n/a
                     Sine Wave (Sliding)             3              3.0        0.03       n/a       n/a
                     Sine Wave (Sliding)             3              6.0        0.03       n/a       n/a
                     Sine Wave (Sliding)             3              6.0        0.03       n/a       n/a
                     Sine Wave (Sliding)             3             12.0        0.03       n/a       n/a
                    Sine Wave (Rotation)             3            0.5%         0.03       n/a       n/a
                    Sine Wave (Rotation)             3            1.0%         0.03       n/a       n/a
  Station E         Sine Wave (Rotation)             3            2.0%         0.03       n/a       n/a
                    Sine Wave (Rotation)             3            4.0%         0.03       n/a       n/a
                    Sine Wave (Rotation)             3            0.5%         0.03       n/a       n/a
                    Sine Wave (Rotation)             3            1.0%         0.03       n/a       n/a
                    Sine Wave (Rotation)             3            2.0%         0.03       n/a       n/a
                    Sine Wave (Rotation)             3            4.0%         0.03       n/a       n/a
                    Sine Wave (Rotation)             3            6.0%         0.03       n/a       n/a
               Sine Wave (Sliding and Rotation)      3           6.0, 3%       0.03       n/a       n/a
                     Sine Wave (Sliding)             3              4.5        0.03       n/a       n/a
                     Sine Wave (Sliding)             3              9.0        0.03       n/a       n/a
  Station F         Sine Wave (Rotation)             3            2.0%         0.03       n/a       n/a
               Sine Wave (Sliding and Rotation)      3          3.0, 2.0%      0.03       n/a       n/a
               Sine Wave (Sliding and Rotation)      3          3.0,-2.0%      0.03       n/a       n/a
                     Sine Wave (Sliding)             3              3.0        0.03       n/a       n/a
                     Sine Wave (Sliding)             2              3.0        0.03       n/a       n/a
                     Sine Wave (Sliding)             2              6.0        0.03       n/a       n/a
                    Sine Wave (Rotation)             3            0.5%         0.03       n/a       n/a
                    Sine Wave (Rotation)             3            1.0%         0.03       n/a       n/a
                    Sine Wave (Rotation)             3            2.0%         0.03       n/a       n/a
  Station G
                    Sine Wave (Rotation)             3            4.0%         0.03       n/a       n/a
                    Sine Wave (Rotation)             3            0.5%         0.03       n/a       n/a
                    Sine Wave (Rotation)             3            1.0%         0.03       n/a       n/a
                    Sine Wave (Rotation)             3            2.0%         0.03       n/a       n/a
                    Sine Wave (Rotation)             3            4.0%         0.03       n/a       n/a
                    Sine Wave (Rotation)             3            6.0%         0.03       n/a       n/a
                     Sine Wave (Sliding)             3              1.5        0.03       n/a       n/a
                     Sine Wave (Sliding)             2              3.0        0.03       n/a       n/a
                     Sine Wave (Sliding)             2              3.0        0.03       n/a       n/a
                     Sine Wave (Sliding)             2              3.0        0.03       n/a       n/a
                    Sine Wave (Rotation)             3            0.5%         0.03       n/a       n/a
                    Sine Wave (Rotation)             3            1.0%         0.03       n/a       n/a
                    Sine Wave (Rotation)             3            2.0%         0.03       n/a       n/a
  Station I
                    Sine Wave (Rotation)             3            0.5%         0.03       n/a       n/a
                    Sine Wave (Rotation)             3            1.0%         0.03       n/a       n/a
                    Sine Wave (Rotation)             3            2.0%         0.03       n/a       n/a
               Sine Wave (Sliding and Rotation)      2          6.0, 2.0%      0.03       n/a       n/a
               Sine Wave (Sliding and Rotation)      2         6.0, -2.0%      0.03       n/a       n/a
                       Monotonic Push                1            1.5%          n/a       n/a       n/a
                       Monotonic Push                1            3.5%          n/a       n/a       n/a
                       Monotonic Push                1             6.35         n/a       n/a       n/a
                       Monotonic Push                1              5.0         n/a       n/a       n/a
                        Triangle Wave               0.5             1.0        0.02       n/a       n/a
                       Monotonic Push                1              2.0         n/a       n/a       n/a
                       Monotonic Push                1             -1.0         n/a       n/a       n/a
                       Monotonic Push                1              2.0         n/a       n/a       n/a
                       Monotonic Push                1             -1.0         n/a       n/a       n/a
                       Monotonic Push                1              2.0         n/a       n/a       n/a
                       Monotonic Push                1             -1.0         n/a       n/a       n/a
  Station J
                       Monotonic Push                1              3.0         n/a       n/a       n/a
                       Monotonic Push                1             -1.0         n/a       n/a       n/a
                       Monotonic Push                1              3.0         n/a       n/a       n/a
                       Monotonic Push                1             -1.0         n/a       n/a       n/a
                       Monotonic Push                1              3.0         n/a       n/a       n/a
                       Monotonic Push                1             -1.0         n/a       n/a       n/a
                       Monotonic Push                1              4.0         n/a       n/a       n/a
                       Monotonic Push                1              4.0         n/a       n/a       n/a
                       Monotonic Push                1              3.0         n/a       n/a       n/a




                                                                                                              18
Table 6: Instrument List for JMT01

                                                                                                                              Initial Position of Instrument:                                     Calibr.           Scale
                      Instrument     Instr.   Engr.                                                           Coordinate                                                     Instr. Instrument
 Group
                     Location No.    Type     units
                                                                       Location Description
                                                                                                             System Type
                                                                                                                               (See Fig 1 and 2 for coord.      Direction
                                                                                                                                                                            Range Serial No.      Factor1           Factor   Comments
                                                                                                                                       origins), mm                                              and Units           Exp.
                                                                                                                             x (east)    y (north)     z (up)




  Container
                           A1         acc      g's    NE Horizontal Load Frame                                  Absolute                                           H         50g      A3202         9.5       g/v     -1
                                                                                                                             Mounted to exterior of sample
                           A2         acc      g's    NW Horizontal Load Frame                                  Absolute                 box                       H         50g      A3950         9.5       g/v     -1
                           A3         acc      g's    North Vertical Base Plate                                 Absolute                                           V         50g      A3949         9.5       g/v     -1

                           A4         acc      g's    Station A North Horizontal                                Absolute      727.0      1512.0       90.0         H        100g      A5599         -19       g/v     -1

                           A5         acc      g's    Station A South Horizontal                                Absolute      718.0      1280.0       87.0         H        100g      A5602         -19       g/v     -1

                           A6         acc      g's    Station A Vertical                                        Absolute      728.0      1401.0       96.0         V        100g      A5604         -19       g/v     -1
                                                                                                                              165.0      448.0        99.0


  Soil
                           A7         acc      g's    Station K North Horizontal                                Absolute                                           H        100g      A5598         -19       g/v     -1

                           A8         acc      g's    Station K South Horizontal                                Absolute      169.0      289.0       107.0         H        100g     A21051         -19       g/v     -1

                           A9         acc      g's    Station K Vertical                                        Absolute      151.0      349.0       101.0         V        100g     A21704         -19       g/v     -1

                           A10        acc      g's    Free Field Surface                                        Absolute        -           -           -          H         50g      A3955         9.5       g/v     -1
                           VFF       displ     mm     Free Field Settlement                                     Absolute        -          -            -          V          1"      LP110        2.52      mm/v     1

                           A11        acc      g's    Single Wall Top Horizontal                                 Local         0.0       128.0        -12.0        H         50g      A4437         9.5       g/v     -1

                           A12        acc      g's    Single Wall Middle Horizontal                              Local         0.0       128.0       -322.0        H         50g      A3951         9.5       g/v     -1

                           A13        acc      g's    Single Wall Bottom Horizontal                              Local         0.0        89.0       -504.0        H         50g      A3204         9.5       g/v     -1

                           A14        acc      g's    Single Wall North Vertical                                 Local         0.0        11.0         0.0         V         50g      A3960         9.5       g/v     -1

                           A15        acc      g's    Single Wall South Vertical                                 Local         0.0       107.0         0.0         V         50g      A3961         9.5       g/v     -1

                           A16        acc      g's    Double Wall West Wall Top Horizontal                       Local         0.0        89.0        -10.0        H         50g      A5267         9.5       g/v     -1
  Structure




                           A17        acc      g's    Double Wall West Wall Middle Horizontal                    Local         0.0        89.0       -295.0        H         50g      A5274         9.5       g/v     -1

                           A18        acc      g's    Double Wall West Wall Bottom Horizontal                    Local         0.0       116.0       -490.0        H         50g      A3203         9.5       g/v     -1

                           A19        acc      g's    Double Wall West Wall North Vertical                       Local         0.0         8.0         0.0         V         50g      A3963         9.5       g/v     -1

                           A20        acc      g's    Double Wall West Wall South Vertical                       Local         0.0        82.0         0.0         V         50g      A4596         9.5       g/v     -1

                           A21        acc      g's    Double Wall East Wall Top Horizontal                       Local         0.0        89.0        -10.0        H         50g      A3962         9.5       g/v     -1

                           A22        acc      g's    Double Wall East Wall Middle Horizontal                    Local         0.0        89.0       -295.0        H         50g      A5268         9.5       g/v     -1

                           A23        acc      g's    Double Wall East Wall Bottom Horizontal                    Local         0.0       116.0       -488.0        H         50g      A4435         9.5       g/v     -1

                           A24        acc      g's    Double Wall East Wall north Vertical                       Local         0.0         7.0         0.0         V         50g      A3166         9.5       g/v     -1
                           A25        acc      g's    Double Wall East Wall South Vertical                       Local         0.0        84.0         0.0         V         50g      A3964         9.5       g/v     -1

                           L1        displ     mm     Single Wall Bottom Horizontal                              Local         0.0         0.0       -390.0        H                  LP405        10.1      mm/v     1
   Station A




                           L2        displ     mm     Single Wall Top Horizontal                                 Local         0.0         0.0       -290.0        H                  LP410        10.1      mm/v     1

                           V1        displ     mm     Single Wall South Vertical                                 Local         10.0       20.0       -425.0        V                  LP202        5.05      mm/v     1
                           V2        displ     mm     Single Wall North Vertical                                 Local         10.0      125.0       -425.0        V                  LP214        5.05      mm/v     1

                           L1W       displ     mm     Double Wall West Wall Bottom Horizontal                    Local         0.0         0.0       -385.0        H                  LP408        10.1      mm/v     1

                           L2W       displ     mm     Double Wall West Wall Top Horizontal                       Local         0.0         0.0       -285.0        H                  LP411        10.1      mm/v     1
   Station L and K




                           V1W       displ     mm     Double Wall West Wall South Vertical                       Local         10.0       -20.0      -435.0        V                  LP407        10.1      mm/v     1

                           V2W       displ     mm     Double Wall West Wall North Vertical                       Local         10.0       77.0       -435.0        V                  LP603        15.15     mm/v     1

                           LIE       displ     mm     Double Wall East Wall Bottom Horizontal                    Local         0.0         0.0       -380.0        H                  LP409        10.1      mm/v     1

                           L2E       displ     mm     Double Wall East Wall Top Horizontal                       Local         0.0         0.0       -277.0        H                  LP412        10.1      mm/v     1

                           V1E       displ     mm     Double Wall East Wall South Vertical                       Local        -10.0       -25.0      -425.0        V                  LP604        15.15     mm/v     1
                           V2E       displ     mm     Double Wall East Wall north Vertical                       Local        -10.0       75.0       -425.0        V                  LP413        10.1      mm/v     1

                           FB0       load       N     Bottom Feedback LVDT                                       Local         0.0        83.0       -339.0        H         12"                    15       mm/V     1
                           FB1       load       N     Top Feedback LVDT                                          Local         0.0        83.0       -249.0        H         12"                    15       mm/V     1
                           LC1       displ     mm     Bottom Load Cell                                           Local         0.0        83.0       -339.0        H        1000#                115471      N/V      -2
   Station C




                           LC2       displ     mm     Top Load Cell                                              Local         0.0        83.0       -249.0        H        1000#                115471      N/V      -2
                           V1        displ     mm     Southern Vertical Linear Pot                               Local         10.0       -45.0      -408.0        V          2"     LP201         5.06      mm/V     1
                           V2        displ     mm     Northern Vertical Linear Pot                               Local         10.0       58.0       -408.0        V          2"     LP214         5.06      mm/V     1
                           L1        displ     mm     Bottom Horizontal Linear Pot                               Local         0.0         0.0       -398.0        H          4"     LP405        10.11      mm/V     1
                           L2        displ     mm     Top Horizontal Linear Pot                                  Local         0.0         0.0       -298.0        H          4"     LP410        10.11      mm/V     1
                     FB0             load       N     Bottom Feedback LVDT                                       Local         0.0       157.0       -334.0        H         12"                    15       mm/V     1
                     FB1             load       N     Top Feedback LVDT                                          Local         0.0       157.0       -244.0        H         12"                    15       mm/V     1
                     LC1             displ     mm     Bottom Load Cell                                           Local         0.0       157.0       -334.0        H        1000#                115471      N/V      -2
   Station F




                     LC2             displ     mm     Top Load Cell                                              Local         0.0       157.0       -244.0        H        1000#                115471      N/V      -2
                     V1              displ     mm     Southern Vertical Linear Pot                               Local         10.0       18.0       -424.0        V         2":     LP202         5.06      mm/V     1
                     V2              displ     mm     Northern Vertical Linear Pot                               Local         10.0      121.0       -424.0        V          2"     LP214         5.06      mm/V     1
                     L1              displ     mm     Bottom Horizontal Linear Pot                               Local         0.0         0.0       -361.0        H          4"     LP405        10.11      mm/V     1
                     L2              displ     mm     Top Horizontal Linear Pot                                  Local         0.0         0.0       -261.0        H          4"     LP410        10.11      mm/V     1
                     FB0             load       N     Bottom Feedback LVDT                                       Local         0.0       120.0       -369.0        H         12"                    15       mm/V     1
                     FB1             load       N     Top Feedback LVDT                                          Local         0.0       120.0       -279.0        H         12"                    15       mm/V     1
                     LC1             displ     mm     Bottom Load Cell                                           Local         0.0       120.0       -369.0        H        1000#                115471      N/V      -2
   Station I




                     LC2             displ     mm     Top Load Cell                                              Local         0.0       120.0       -279.0        H        1000#                115471      N/V      -2
                     V1              displ     mm     Southern Vertical Linear Pot                               Local         10.0       -30.0      -427.0        V          2"     LP202         5.06      mm/V     1
                     L1              displ     mm     Bottom Horizontal Linear Pot                               Local         0.0         0.0       -379.0        H          4"     LP405        10.11      mm/V     1
                     L2              displ     mm     Top Horizontal Linear Pot                                  Local         0.0         0.0       -279.0        H          4"     LP410        10.11      mm/V     1
                     V2              displ     mm     Northern Vertical Linear Pot                               Local         10.0       73.0       -427.0        V          2"     LP214         5.4       mm/V     1
                     FB0             load       N     Bottom Feedback LVDT                                       Local         0.0       160.0       -419.0        H         12"                    15       mm/V     1
                     FB1             displ     mm     Top Feedback LVDT                                          Local         0.0       160.0       -329.0        H         12"                    15       mm/V     1
                     LC1             load       N     Bottom Load Cell                                           Local         0.0       160.0       -419.0        H        1000#                115471      N/V      -2
   Station G




                     LC2             displ     mm     Top Load Cell                                              Local         0.0       160.0       -329.0        H        1000#                115471      N/V      -2
                     V1              displ     mm     Southern Vertical Linear Pot                               Local        -10.0       27.0       -479.0        V          2"     LP202         5.06      mm/V     1
                     L1              displ     mm     Bottom Horizontal Linear Pot                               Local         0.0         0.0       -429.0        H          4"     LP405        10.11      mm/V     1
                     L2              displ     mm     Top Horizontal Linear Pot                                  Local         0.0         0.0       -329.0        H          4"     LP410        10.11      mm/V     1
                     V2              displ     mm     Northern Vertical Linear Pot                               Local        -10.0      130.0       -479.0        V          2"     LP214         5.4       mm/V     1
                     FB0             load       N     Bottom Feedback LVDT                                       Local         0.0       120.0       -364.0        H         12"                    15       mm/V     1
                     FB1                              Top Feedback LVDT                                          Local         0.0       120.0       -274.0        H         12"                    15       mm/V     1
                     LC1                              Bottom Load Cell                                           Local         0.0       120.0       -364.0        H        1000#                115471      N/V      -2
   Station E




                     LC2             displ     mm     Top Load Cell                                              Local         0.0       120.0       -274.0        H        1000#                115471      N/V      -2
                     V1              displ     mm     Southern Vertical Linear Pot                               Local         10.0       -25.0      -416.0        V          2"     LP202         5.06      mm/V     1
                     L1              displ     mm     Bottom Horizontal Linear Pot                               Local         0.0         0.0       -374.0        H          4"     LP405        10.11      mm/V     1
                     L2              displ     mm     Top Horizontal Linear Pot                                  Local         0.0         0.0       -284.0        H          4"     LP410        10.11      mm/V     1
                     V2              displ     mm     Northern Vertical Linear Pot                               Local         10.0       78.0       -416.0        V          2"     LP214         5.4       mm/V     1
                     FB0             load       N     Bottom Feedback LVDT                                       Local         0.0       120.0       -326.0        H         12"                    15       mm/V     1
                     FB1             displ     mm     Top Feedback LVDT                                          Local         0.0       120.0       -236.0        H         12"                    15       mm/V     1
                     V1                               Southern Vertical Linear Pot                               Local         10.0       -28.0      -397.0        V          2"     LP202         5.06      mm/V     1
   Station B




                     L1                               Bottom Horizontal Linear Pot                               Local         0.0         0.0       -351.0        H          4"     LP405        10.11      mm/V     1
                     L2              displ     mm     Top Horizontal Linear Pot                                  Local         0.0         0.0       -251.0        H          4"     LP410        10.11      mm/V     1
                     LC1             displ     mm     Bottom Load Cell                                           Local         0.0       120.0       -326.0        H        3000#       -        413891      N/V      -2
                     LC2             displ     mm     Top Load Cell                                              Local         0.0       120.0       -236.0        H        3000#       -        413891      N/V      -2
                     V2              displ     mm     Northern Vertical Linear Pot                               Local         10.0       75.0       -397.0        V          2"     LP214         5.4       mm/V     1
                     FB0             load       N     Bottom Feedback LVDT                                       Local         0.0       160.0       -349.0        H         12"                    15       mm/V     1
                     FB1                              Top Feedback LVDT                                          Local         0.0       160.0       -259.0        H         12"                    15       mm/V     1
                     V1                               Southern Vertical Linear Pot                               Local        -10.0       10.0       -419.0        V          2"     LP202         5.06      mm/V     1
   Station D




                     L1              displ     mm     Bottom Horizontal Linear Pot                               Local         0.0         0.0       -384.0        H          4"     LP405        10.11      mm/V     1
                     L2              displ     mm     Top Horizontal Linear Pot                                  Local         0.0         0.0       -284.0        H          4"     LP410        10.11      mm/V     1
                     LC1             displ     mm     Bottom Load Cell                                           Local         0.0       160.0       -349.0        H        3000#       -        413891      N/V      -2
                     LC2             displ     mm     Top Load Cell                                              Local         0.0       160.0       -259.0        H        3000#       -        413891      N/V      -2
                     V2              displ     mm     Northern Vertical Linear Pot                               Local        -10.0      113.0       -419.0        V          2"     LP214         5.4       mm/V     1
                     1. Calibration factor as applied to raw data. The data files included in this report are in model-scale engineering units (g's, mm).




                                                                                                                                                                                                                                        19
Table 7: Slow Cyclic Test Channel Gain Lists

JMT01_C                                        "CGL_01.txt"
 Entry #      DT #        Inst. #   Amp.        Amp Chnl Amp Gain             Description            Serial #   Calibration     Units   Zero    Scale Exp
    1          0           DA0        -                      -              Top Command                             15            -     5.00        1
    2          1           DA1        -                      -             Bottom Command                           15            -     5.00        1
    3          2           FB0        -                      -          Bottom Feedback LVDT                        15            -     5.00        1
    4          3           FB1        -                      -            Top Feedback LVDT                         15            -     5.00        1
    5          4           LC1      XDCR           0        250            Bottom Load Cell                      115471         KN/V    0.20        -2
    6          5           LC2      XDCR           1        250              Top Load Cell                       115471         KN/V    0.25        -2
    7          6            V1      XDCR           2         1        Southern Vertical Linear Pot   LP201         5.06         mm/V    -1.10       1
    8          7            V2      XDCR           3         1        Northern Vertical Linear Pot   LP214         5.06         mm/V    -0.95       1
    9          8            L1      XDCR           4         1        Bottom Horizontal Linear Pot   LP405        10.11         mm/V    0.55        1
   10          9            L2      XDCR           5         1         Top Horizontal Linear Pot     LP410        10.11         mm/V    0.70        1

JMT01_C                                        "CGL_02.txt"
 Entry #      DT #       Inst. #    Amp.        Amp Chnl Amp Gain             Description            Serial #   Calibration     Units   Zero    Scale Exp
    1          0        DA0           -                      -              Top Command                                   15      -     5.00        1
    2          1        DA1           -                      -             Bottom Command                                 15      -     5.00        1
    3          2        FB0           -                      -          Bottom Feedback LVDT                              15      -     5.00        1
    4          3        FB1           -                      -            Top Feedback LVDT                               15      -     5.00        1
    5          4        LC1         XDCR           0           250         Bottom Load Cell                         115471      KN/V    0.29        -2
    6          5        LC2         XDCR           1           250           Top Load Cell                          115471      KN/V    0.26        -2
    7          6        V1          XDCR           2             1    Southern Vertical Linear Pot   LP201              5.06    mm/V    -1.34       1
    8          7        V2          XDCR           3             1    Northern Vertical Linear Pot   LP214              5.06    mm/V    -1.22       1
    9          8        L1          XDCR           4             1    Bottom Horizontal Linear Pot   LP405            10.11     mm/V    -0.43       1
   10          9        L2          XDCR           5             1     Top Horizontal Linear Pot     LP410            10.11     mm/V    0.54        1

JMT01_F                                        "CGL_03.txt"
 Entry #      DT #       Inst. #    Amp.        Amp Chnl Amp Gain             Description            Serial #   Calibration     Units   Zero    Scale Exp
    1          0        DA0           -                      -              Top Command                                   15    mm/V    5.00        1
    2          1        DA1           -                      -             Bottom Command                                 15    mm/V    5.00        1
    3          2        FB0           -                      -          Bottom Feedback LVDT                              15    mm/V    5.00        1
    4          3        FB1           -                      -            Top Feedback LVDT                               15    mm/V    5.00        1
    5          4        LC1         XDCR           0           250         Bottom Load Cell                         115471       N/V    0.65        -2
    6          5        LC2         XDCR           1           250           Top Load Cell                          115471       N/V    0.28        -2
    7          6        V1          XDCR           2             1    Southern Vertical Linear Pot   LP202              5.06    mm/V    -0.75       1
    8          7        V2          XDCR           3             1    Northern Vertical Linear Pot   LP214              5.06    mm/V    -0.79       1
    9          8        L1          XDCR           4             1    Bottom Horizontal Linear Pot   LP405            10.11     mm/V    -1.77       1
   10          9        L2          XDCR           5             1     Top Horizontal Linear Pot     LP410            10.11     mm/V    -1.59       1

JMT01_I                                        "CGL_04.txt"
 Entry #      DT #       Inst. #    Amp.        Amp Chnl Amp Gain             Description            Serial #   Calibration     Units   Zero    Scale Exp
    1          0        DA0           -                      -              Top Command                                    15   mm/V    5.00                 1
    2          1        DA1           -                      -             Bottom Command                                  15   mm/V      -                  1
    3          2        FB0           -                      -          Bottom Feedback LVDT                               15   mm/V    5.00                 1
    4          3        FB1           -                      -            Top Feedback LVDT                                15   mm/V      -                  1
    5          4        LC1         XDCR           0           250         Bottom Load Cell                         115471       N/V      -                 -2
    6          5        LC2         XDCR           1           250           Top Load Cell                          115471       N/V      -                 -2
    7          6        V1          XDCR           2             1    Southern Vertical Linear Pot   LP202              5.06    mm/V    -0.50                1
    8          7        L1          XDCR           4             1    Bottom Horizontal Linear Pot   LP405            10.11     mm/V    -0.65                1
    9          8        L2          XDCR           5             1     Top Horizontal Linear Pot     LP410            10.11     mm/V    -0.03                1
   10          9        V2          XDCR           6             1    Northern Vertical Linear Pot   LP214                5.4   mm/V    0.61                 1

JMT01_G                                        "CGL_05.txt"
 Entry #      DT #       Inst. #    Amp.        Amp Chnl Amp Gain             Description            Serial #   Calibration     Units   Zero    Scale Exp
    1          0        DA0           -                      -              Top Command                                    15   mm/V    5.00        1
    2          1        DA1           -                      -             Bottom Command                                  15   mm/V      -         1
    3          2        FB0           -                      -          Bottom Feedback LVDT                               15   mm/V    5.00        1
    4          3        FB1           -                      -            Top Feedback LVDT                                15   mm/V      -         1
    5          4        LC1         XDCR           0           250         Bottom Load Cell                         115471       N/V    0.60        -2
    6          5        LC2         XDCR           1           250           Top Load Cell                          115471       N/V      -         -2
    7          6        V1          XDCR           2             1    Southern Vertical Linear Pot   LP202              5.06    mm/V    -0.95       1
    8          7        L1          XDCR           4             1    Bottom Horizontal Linear Pot   LP405            10.11     mm/V    -1.03       1
    9          8        L2          XDCR           5             1     Top Horizontal Linear Pot     LP410            10.11     mm/V    0.25        1
   10          9        V2          XDCR           6             1    Northern Vertical Linear Pot   LP214                5.4   mm/V    0.93        1

JMT01_E                                        "CGL_06.txt"
 Entry #      DT #       Inst. #    Amp.        Amp Chnl Amp Gain             Description            Serial #   Calibration     Units   Zero    Scale Exp
    1          0        DA0           -                      -              Top Command                                    15   mm/V    5.00        1
    2          1        DA1           -                      -             Bottom Command                                  15   mm/V      -         1
    3          2        FB0           -                      -          Bottom Feedback LVDT                               15   mm/V    5.00        1
    4          3        FB1           -                      -            Top Feedback LVDT                                15   mm/V      -         1
    5          4        LC1         XDCR           0           100         Bottom Load Cell                         115471       N/V    0.58        -2
    6          5        LC2         XDCR           1           100           Top Load Cell                          115471       N/V      -         -2
    7          6        V1          XDCR           2             1    Southern Vertical Linear Pot   LP202              5.06    mm/V    -0.12       1
    8          7        L1          XDCR           4             1    Bottom Horizontal Linear Pot   LP405            10.11     mm/V    -1.71       1
    9          8        L2          XDCR           5             1     Top Horizontal Linear Pot     LP410            10.11     mm/V    -0.25       1
   10          9        V2          XDCR           6             1    Northern Vertical Linear Pot   LP214                5.4   mm/V    -0.60       1

JMT01_B,D                                      "CGL_07.txt"
 Entry #      DT #       Inst. #    Amp.         Amp Chnl Amp Gain            Description            Serial #   Calibration     Units   Zero    Scale Exp
    1          0        DA0           -        -              -             Top Command                                    15   mm/V    5.00                 1
    2          1        DA1           -        -              -            Bottom Command                                  15   mm/V      -                  1
    3          2        FB0           -        -              -         Bottom Feedback LVDT                               15   mm/V    5.00                 1
    4          3        FB1           -        -              -           Top Feedback LVDT                                15   mm/V      -                  1
    5          4        V1          XDCR                 2        1   Southern Vertical Linear Pot   LP202              5.06    mm/V    0.58                 1
    6          5        L1          XDCR                 4        1   Bottom Horizontal Linear Pot   LP405            10.11     mm/V      -                  1
    7          6        L2          XDCR                 5        1    Top Horizontal Linear Pot     LP410            10.11     mm/V    -0.59                1
    8          7        LC1         XDCR                 6      100        Bottom Load Cell          LP604          413891       N/V    -1.95               -2
    9          8        LC2         XDCR                 7      100          Top Load Cell           LP201          413891       N/V    -2.26               -2
   10          9        V2          XDCR                 8        1   Northern Vertical Linear Pot   LP214                5.4   mm/V    -1.70                1

                                                                                                                                                                 20
Table 8: Dynamic Test Channel Gain List

"CGL_11.TXT"
  Entry #    DT #   Instr.#   Amp.   Amp Channel   Amp Gain                   Description                Serial #   Calibration   Units   Scale Exp
    1         0       V1      PVL      XDCR2          1              Single Wall South Vertical          LP202         5.05       mm/v        1
    2         1       L2      PVL      XDCR4          1              Single Wall Top Horizontal          LP410         10.1       mm/v        1
    3         2       L1      PVL      XDCR5          1            Single Wall Bottom Horizontal         LP405         10.1       mm/v        1
    4         3       V2      PVL      XDCR7          1               Single Wall North Vertical         LP214         5.05       mm/v        1
    5         4      V2W      PVL      XDCR9          1         Double Wall West Wall North Vertical     LP603        15.15       mm/v        1
    6         5      V1W      PVL      XDCR10         1         Double Wall West Wall South Vertical     LP407         10.1       mm/v        1
    7         6      V1E      PVL      XDCR11         1         Double Wall East Wall South Vertical     LP604        15.15       mm/v        1
    8         7      L1E      PVL      XDCR12         1       Double Wall East Wall Bottom Horizontal    LP409         10.1       mm/v        1
    9         8      L2W      PVL      XDCR15         1        Double Wall West Wall Top Horizontal      LP411         10.1       mm/v        1
    10        9      L2E      PVL      XDCR16         1         Double Wall East Wall Top Horizontal     LP412         10.1       mm/v        1
    11        10     VFF      PVL      XDCR18         1                 Free Field Settlement            LP110         2.52       mm/v        1
    12        11     V2E      PVL      XDCR19         1         Double Wall East Wall north Vertical     LP413         10.1       mm/v        1
    13        12     L1W      PVL      XDCR20         1       Double Wall West Wall Bottom Horizontal    LP408         10.1       mm/v        1
    14        13     A23      PBP       DC48          10      Double Wall East Wall Bottom Horizontal    A4435          9.5        g/v       -1
    15        14     A20      PBP       DC49          10        Double Wall West Wall South Vertical     A4596          9.5        g/v       -1
    16        15     A19      PBP       DC50          10        Double Wall West Wall North Vertical     A3963          9.5        g/v       -1
    17        16     A16      PBP       DC51          10       Double Wall West Wall Top Horizontal      A5267          9.5        g/v       -1
    18        17     A17      PBP       DC52          10      Double Wall West Wall Middle Horizontal    A5274          9.5        g/v       -1
    19        18     A13      PBP       DC53          10           Single Wall Bottom Horizontal         A3204          9.5        g/v       -1
    20        19     A11      PBP       DC54          10             Single Wall Top Horizontal          A4437          9.5        g/v       -1
    21        20     A14      PBP       DC56          10              Single Wall North Vertical         A3960          9.5        g/v       -1
    22        21     A15      PBP       DC57          10             Single Wall South Vertical          A3961          9.5        g/v       -1
    23        22     A12      PBP       DC58          10            Single Wall Middle Horizontal        A3951          9.5        g/v       -1
    24        23      A3      PBP       DC59          10                     Box Vertical                A3949          9.5        g/v       -1
    25        24     A18      PBP       DC62          10      Double Wall West Wall Bottom Horizontal    A3203          9.5        g/v       -1
    26        25     A24      PBP       DC63          10        Double Wall East Wall north Vertical     A3166          9.5        g/v       -1
    27        26      A1      PBP       DC35          10              Box North East Horizontal          A3202          9.5        g/v       -1
    28        27      A2      PBP       DC36          10             Box North West Horizontal           A3950          9.5        g/v       -1
    29        28      A4      PBP       DC37          10              Station A North Horizontal         A5599          -19        g/v       -1
    30        29      A6      PBP       DC38          10                   Station A Vertical            A5604          -19        g/v       -1
    31        30      A5      PBP       DC39          10             Station A South Horizontal          A5602          -19        g/v       -1
    32        31      A8      PBP       DC40          10             Station K South Horizontal          A21051        -9.5        g/v       -1
    33        32      A7      PBP       DC41          10              Station K North Horizontal         A5598          -19        g/v       -1
    34        33      A9      PBP       DC42          10                   Station K Vertical            A21704         -19        g/v       -1
    35        34     A10      PBP       DC43          10                  Free Field Surface             A3955          9.5        g/v       -1
    36        35     A22      PBP       DC44          10       Double Wall East Wall Middle Horizontal   A5268          9.5        g/v       -1
    37        36     A21      PBP       DC45          10        Double Wall East Wall Top Horizontal     A3962          9.5        g/v       -1
    38        37     A25      PBP       DC47          10        Double Wall East Wall South Vertical     A3964          9.5        g/v       -1




"CGL_11BIG.TXT"
  Entry #    DT #   Instr.#   Amp.   Amp Channel   Amp Gain                   Description                Serial #   Calibration   Units   Scale Exp
    1         0       L1      PVL      XDCR2          1              Single Wall South Vertical          LP202         5.05       mm/v        1
    2         1       L2      PVL      XDCR4          1              Single Wall Top Horizontal          LP410         10.1       mm/v        1
    3         2       L3      PVL      XDCR5          1            Single Wall Bottom Horizontal         LP405         10.1       mm/v        1
    4         3       L4      PVL      XDCR7          1               Single Wall North Vertical         LP214         5.05       mm/v        1
    5         4       L5      PVL      XDCR9          1         Double Wall West Wall North Vertical     LP603        15.15       mm/v        1
    6         5       L6      PVL      XDCR10         1         Double Wall West Wall South Vertical     LP407         10.1       mm/v        1
    7         6       L7      PVL      XDCR11         1         Double Wall East Wall South Vertical     LP604        15.15       mm/v        1
    8         7       L8      PVL      XDCR12         1       Double Wall East Wall Bottom Horizontal    LP409         10.1       mm/v        1
    9         8       L9      PVL      XDCR15         1        Double Wall West Wall Top Horizontal      LP411         10.1       mm/v        1
    10        9      L10      PVL      XDCR16         1         Double Wall East Wall Top Horizontal     LP412         10.1       mm/v        1
    11        10     L11      PVL      XDCR18         1                 Free Field Settlement            LP110         2.52       mm/v        1
    12        11     L12      PVL      XDCR19         1         Double Wall East Wall north Vertical     LP413         10.1       mm/v        1
    13        12     L13      PVL      XDCR20         1       Double Wall West Wall Bottom Horizontal    LP408         10.1       mm/v        1
    14        13      A1      PBP       DC48          1       Double Wall East Wall Bottom Horizontal    A4435          9.5        g/v       -1
    15        14      A2      PBP       DC49          1         Double Wall West Wall South Vertical     A4596          9.5        g/v       -1
    16        15      A3      PBP       DC50          1         Double Wall West Wall North Vertical     A3963          9.5        g/v       -1
    17        16      A4      PBP       DC51          1        Double Wall West Wall Top Horizontal      A5267          9.5        g/v       -1
    18        17      A5      PBP       DC52          1       Double Wall West Wall Middle Horizontal    A5274          9.5        g/v       -1
    19        18      A6      PBP       DC53          1            Single Wall Bottom Horizontal         A3204          9.5        g/v       -1
    20        19      A7      PBP       DC54          1              Single Wall Top Horizontal          A4437          9.5        g/v       -1
    21        20      A8      PBP       DC56          1               Single Wall North Vertical         A3960          9.5        g/v       -1
    22        21      A9      PBP       DC57          1              Single Wall South Vertical          A3961          9.5        g/v       -1
    23        22     A10      PBP       DC58          1             Single Wall Middle Horizontal        A3951          9.5        g/v       -1
    24        23     A11      PBP       DC59          1                      Box Vertical                A3949          9.5        g/v       -1
    25        24     A12      PBP       DC62          1       Double Wall West Wall Bottom Horizontal    A3203          9.5        g/v       -1
    26        25     A13      PBP       DC63          1         Double Wall East Wall north Vertical     A3166          9.5        g/v       -1
    27        26     A14      PBP       DC35          1               Box North East Horizontal          A3202          9.5        g/v       -1
    28        27     A15      PBP       DC36          1              Box North West Horizontal           A3950          9.5        g/v       -1
    29        28     A16      PBP       DC37          1               Station A North Horizontal         A5599          -19        g/v       -1
    30        29     A17      PBP       DC38          1                    Station A Vertical            A5604          -19        g/v       -1
    31        30     A18      PBP       DC39          1              Station A South Horizontal          A5602          -19        g/v       -1




                                                                                                                                                      21
REFERENCES:

Woodward-Clyde (1997). “Experimental Results of Maximum and Minimum Dry Densities of
Nevada Sand,” Memorandum to the Center for Geotechnical Modeling, University of
California, Davis.

Gajan, S., Phalen, J.D. and Kutter, B.L. (2003). “Soil-Foundation-Structure Interaction: Shallow
Foundations Centrifuge Data Report for SSG02,” University of California, Davis, Center for
Geotechnical Modeling, Report No. UCD/CGMDR-03/01.

Phalen, J. (2003). “Physical Modeling of the Soil-Foundation Interaction of Spread Footings
Subjected to Lateral Cyclic Loading.” Masters Thesis, University of California, Davis, June.

Rosebrook, K. (2001). “Moment Loading on Shallow Foundations: Centrifuge Test Data
Archives,” Masters Thesis, University of California, Davis.

Rosebrook, K.R. and Kutter, B.L. (2001a). “Soil-Foundation-Structure Interaction: Shallow
Foundations Centrifuge Data Report for KRR01,” University of California, Davis, Center for
Geotechnical Modeling, Report No. UCD/CGMDR-01/09.

Rosebrook, K.R. and Kutter, B.L. (2001b). “Soil-Foundation-Structure Interaction: Shallow
Foundations Centrifuge Data Report for KRR02,” University of California, Davis, Center for
Geotechnical Modeling, Report No. UCD/CGMDR-01/10.

Rosebrook, K.R. and Kutter, B.L. (2001c). “Soil-Foundation-Structure Interaction: Shallow
Foundations Centrifuge Data Report for KRR03,” University of California, Davis, Center for
Geotechnical Modeling, Report No. UCD/CGMDR-01/11.




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APPENDIX A: Example MathCAD Sheets




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