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                        Acta Geotechnica

                    No new issue published.




    Compiled by the North Carolina State University Geotechnical Group
       ASTM Geotechnical Testing Journal

                No new issue published.




Compiled by the North Carolina State University Geotechnical Group
                       Canadian Geotechnical Journal
                          Volume 44, Number 12
                              December, 2007

Note of Appreciation / Note de Reconnaissance
Ian Moore
Pages iii-v

Development of the K- stiffness method for geosynthetic reinforced soil
walls constructed with c- soils
Yoshihisa Miyata and Richard J. Bathurst
Pages 1391-1416

Modelling evaporation of paste tailings from the Bulyanhulu mine
Paul Simms, Murray Grabinsky, and Guosheng Zhan
Pages 1417-1432

Vacuum pressure distribution and pore pressure variation in ground
improved by vacuum preloading
Q. C. Qiu, H. H. Mo, and Z. L. Dong
Pages 1433-1445

A capillary-tube model for two-phase transient flow through bentonite
materials
Greg Siemens, James A. Blatz, and Douglas Ruth
Pages 1446-1461

A new genetic programming model for predicting settlement of shallow
foundations
Mohammad Rezania and Akbar A. Javadi
Pages 1462-1473

Discussion of “Forms and sand transport in shallow hydraulic fractures
in residual soil”
S. K. Alfred Au and Albert T. Yeung
Pages 1474-1475

Reply to the discussion by Au and Yeung on “Forms and sand transport
in shallow hydraulic fractures in residual soil”
Lawrence C. Murdoch, James R. Richardson, Qingfeng Tan, Shaun C. Malin,
and Cedric Fairbanks
Pages 1476-1478


        Compiled by the North Carolina State University Geotechnical Group
Discussion of “The influence of facing stiffness on the performance of two
geosynthetic reinforced soil retaining walls”
Dov Leshchinsky
Pages 1479-1482

Discussion of “The influence of facing stiffness on the performance of two
geosynthetic reinforced soil retaining walls”
Robert K. Barrett
Pages 1483-1483

Reply to the discussions on “The influence of facing stiffness on the
performance of two geosynthetic reinforced soil retaining walls”
Richard J. Bathurst, Nicholas P. Vlachopoulos, Dave L. Walters, Peter G.
Burgess, and Tony M. Allen
Pages 1484-1490




        Compiled by the North Carolina State University Geotechnical Group
                              Computers and Geotechnics
                                 Volume 35, Issue 1
                                   January, 2008

Dynamic response of a layered water-saturated half space to a moving load
Bin Xu, Jian-Fei Lu and Jian-Hua Wang


Torsional vibrations of single piles embedded in saturated medium
Guocai Wang, Wei Ge, Xiaodong Pan and Zhe Wang


3D periodic BE–FE model for various transportation structures interacting
with soil
H. Chebli, R. Othman, D. Clouteau, M. Arnst and G. Degrande


Ultimate bearing capacity prediction of shallow foundations on cohesionless
soils using neurofuzzy models
D. Padmini, K. Ilamparuthi and K.P. Sudheer


Numerical evaluation of 3D passive earth pressure coefficients for retaining
wall subjected to translation
S. Benmebarek, T. Khelifa, N. Benmebarek and R. Kastner


Influence of past loading history on the seismic response of earth dams
Stefania Sica, Luca Pagano and Arezou Modaressi


Design implications of the vertical pseudo-static coefficient in slope analysis
Robert Shukha and Rafael Baker


UDEC modelling on wave propagation across fractured rock masses
X.B. Zhao, J. Zhao, J.G. Cai and A.M. Hefny


Technical Communication
Impact of convergence on slope stability analysis and design
Y.M. Cheng, T. Lansivaara and J. Siu




                 Compiled by the North Carolina State University Geotechnical Group
GeoRisk: Assessment and Management of Risk for Engineered Systems and
                            Geohazards

                            No new issue published.




            Compiled by the North Carolina State University Geotechnical Group
                               Geosynthetics International
                                   Volume 15, Issue 1
                                     January, 2008

Deterministic and Reliability-Based Design: Veneer Cover Soil Stability
By Sia and Dixon

Cyclic Behaviour of Soil-Structure Interfaces Associated with Modular-Block
Reinforced Soil-Retaining Walls
By Ling, Wang, and Leshchinsky

The Significance of the Contact Angle in Characterizing the Pore Size Distribution
of Geotextiles
By Elton and Hayes

Effect of Effective Overburden Pressure on Geomembrane/Soil Interface
Transmissivity
By Chai, Hayashi, and Khalili

A Combined DJM-PVD Method for Soft Ground Improvement
By Liu, Han, Zhang, and Hong

Impact on Groundwater of Concurrent Leakage and Diffusion of Dichloromethane
through Geomembranes in Landfill Liners
By El-Zein and Rowe




                  Compiled by the North Carolina State University Geotechnical Group
    Geotechnical and Geological Engineering

                No New issue published




Compiled by the North Carolina State University Geotechnical Group
          Geotextiles and Geomembranes

                No new issue published.




Compiled by the North Carolina State University Geotechnical Group
                 Ground Improvement
                      Vol., No.
                      Feb, 2008

                No new issue published.




Compiled by the North Carolina State University Geotechnical Group
   International Journal of Analytical and Numerical Methods in Geomechanics
                                   Vol. 32, No. 2
                                10 February, 2008

Assessment of acceleration modeling for fluid-filled porous media subjected to
dynamic loading
B. Lenhof, P. Kettil, K. Runesson, N.-E. Wiberg

Surface displacements due to batter piles driven in cross-anisotropic media
Cheng-Der Wang, Ming-Tang Chen, Tzen-Chin Lee

Biaxial test simulations using a packing of polygonal particles
A. A. Peña, A. Lizcano, F. Alonso-Marroquin, H. J. Herrmann

Numerical analysis of 1-D compression wave propagation in saturated poroelastic
media
Tong Qiu, Patrick J. Fox

Soil parameter identification using a genetic algorithm
S. Levasseur, Y. Malécot, M. Boulon, E. Flavigny




                  Compiled by the North Carolina State University Geotechnical Group
   International Journal of Analytical and Numerical Methods in Geomechanics
                                   Vol. 32, No. 3
                                25 February, 2008

Determining elastic constants of transversely isotropic rocks using Brazilian test and
iterative procedure
Yen-Chin Chou, Chao-Shi Chen

A computer method based on simulated annealing to identify aquifer parameters
using pumping-test data
Yen-Chen Huang, Hund-Der Yeh, Yu-Chung Lin

Bearing capacity of two interfering footings
Jyant Kumar, K. M. Kouzer

A general approach to the modelling of contaminant transport through composite
landfill liners with intact or leaking geomembranes
Abbas El-Zein


Effects of frictional forces acting on sidewalls of buried box culverts
Junsuk Kang, Frazier Parker, Young J. Kang, Chai H. Yoo


Numerical simulation of ductile shear localization: Plastic-flow network and slip-
line field
Sheng-zu Wang, Jun-xiu Sun, Jie-yuan Ning




                   Compiled by the North Carolina State University Geotechnical Group
                       International Journal of Geomechanics
                                 Volume: 8 Issue: 1
                                    Jan/Feb 2008


Geomaterial Excavation in Surficial Environment
Hilary I. Inyang

Intelligent Cable Shovel Excavation Modeling and Simulation
Samuel Frimpong and Yafei Hu

3D Modeling of Ripping Process
Hakan Basarir, Celal Karpuz, and Levent Tutluoglu

Dynamic Modeling of Hydraulic Shovel Excavators for Geomaterials
Samuel Frimpong, Yafei Hu, and Hilary Inyang

Disturbed Rock Zone Geomechanics at the Waste Isolation Pilot Plant
Frank D. Hansen

Intrinsic Length Scales in Tool-Rock Interaction
Haiying Huang and Emmanuel Detournay

Numerical Studies on Bit-Rock Fragmentation Mechanisms
H.Y. Liu, S.Q. Kou, and P.A. Lindqvist

Estimating Drilling Parameters for Diamond Bit Drilling Operations Using
Artificial Neural Networks
Serhat Akin and Celal Karpuz

Numerical Analysis of a Tunnel Support Design in Conjunction with Empirical
Methods
Yasin Dursun Sari, A. Gunhan Pasamehmetoglu, Erkan Cetiner, and Senayi Donmez

Dynamic Fracture and Strain Rate Behavior of Aggregates used in Transportation
Ghatu Subhash, Stanley J. Vitton, and Huang Chengyi

Information Feedback Analysis in Deep Excavations
Yong Shao and Emir Jose Macari




                  Compiled by the North Carolina State University Geotechnical Group
            Journal of Geotechnical and Geoenvironmental Engineering
                                  Vol.134, No. 1
                            Month: January, Year:2008

One-Dimensional Compression Behavior of a Soil with High Organic Matter
Content
Marika Santagata, Antonio Bobet, Cliff T. Johnston, and Joonho Hwang

Liquefaction Risk Assessment Using Geostatistics to account for Soil Spatial
Variability
Jack W. Baker and Michael H. Faber

Model Uncertainty in Normalized Shear Modulus and Damping Relationships
Jianfeng Zhang, Ronald D. Andrus, and C. Hsein Juang

Correlation between Cyclic Resistance and Shear-Wave Velocity for Providence
Silts
Christopher D. P. Baxter, Aaron S. Bradshaw, Russell A. Green, and Jian-Hua Wang

Complementary Wave-Based Characterizations of Sedimentation Processes
Yu-Hsing Wang and Xiaobo Dong

Experimental Parametric Study of Suffusion and Backward Erosion
Fateh Bendahmane, Didier Marot, and Alain Alexis

Depletion of Antioxidants from an HDPE Geomembrane in a Composite Liner
R. Kerry Rowe and S. Rimal

Classification and Mechanical Behavior Relationships for Municipal Solid Waste:
Study Using Synthetic Wastes
N. Dixon, U. Langer, and P. Gotteland

Electrokinetic Remediation Modeling Incorporating Geochemical Effects
Ashraf Z. Al-Hamdan and Krishna R. Reddy

Penetration Resistance of Offshore Skirted Foundations and Anchors in Dense Sand
Knut H. Andersen, Hans Petter Jostad, and Rune Dyvik

Failure Criterion for Cross-Anisotropic Soils
Poul V. Lade

Critical State of Granular Materials Based on the Sliding-Rolling Theory
A. Anandarajah

Instability Conditions of Loose Sand in Plane Strain



                  Compiled by the North Carolina State University Geotechnical Group
J. Chu and D. Wanatowski
Discussion of “Laboratory Study of Liquefaction due to Wave–Seabed
Interaction” by B. Chowdhury, G. R. Dasari, and T. Nogami

Zhange Liu and Dong-Sheng Jeng

Closure by B. Chowdhury, G. R. Dasari, and T. Nogami




                 Compiled by the North Carolina State University Geotechnical Group
                    Soil Dynamics and Earthquake Engineering
                          Volume 28, Issue 3, Pages 159-244
                                    March 2008

Editorial Board / Aims and Scope

An approximation of the Rayleigh stress waves generated in an elastic half plane
A. Verruijt

A neurofuzzy system to analyze liquefaction-induced lateral spread
S.R. García, M.P. Romo and E. Botero

A novel framework integrating downhole array data and site response analysis to
extract dynamic soil behavior
Chi-Chin Tsai and Youssef M.A. Hashash

Ground motion models for the Molise region (Southern Italy)
P. Morasca, F. Zolezzi, D. Spallarossa and L. Luzi

A note on strength-reduction factors for design of structures near earthquake faults
Reza S. Jalali and Mihailo D. Trifunac

Post-earthquake emergency assessment of building damage, safety and usability—
Part 1: Technical issues
S. Anagnostopoulos and M. Moretti

Post-earthquake emergency assessment of building damage, safety and usability—
Part 2: Organisation
S. Anagnostopoulos and M. Moretti




                  Compiled by the North Carolina State University Geotechnical Group
                     Soil Dynamics and Earthquake Engineering
                           Volume 28, Issue 4, Pages 245-332
                                      April 2008

Editorial Board / Aims and Scope

Influence of soil–structure interaction on the response of seismically isolated cable-
stayed bridge
B.B. Soneji and R.S. Jangid

Dynamic response of high-speed rail foundations using linear hysteretic damping
and frequency domain substructuring
Judith Wang, Xiangwu Zeng and D.A. Gasparini

Dynamic response of an eccentrically lined circular tunnel in poroelastic soil under
seismic excitation
Seyyed M. Hasheminejad and Siavash Kazemirad

Pushover analysis of base-isolated steel–concrete composite structures under near-
fault excitations
C.P. Providakis

Propagation of partially coherent non-stationary random waves in a viscoelastic
layered half-space
Q. Gao, J.H. Lin, W.X. Zhong, W.P. Howson and F.W. Williams

Improvement of HVSR technique by wavelet analysis
Roberto Carniel, Petra Malisan, Fausto Barazza and Stefano Grimaz

Technical Note
An approach to digitize analog form of accelerograms recorded at Tarbela—
Pakistan
M. Rizwan, M. Ilyas, A. Masood and I. Towhata




                   Compiled by the North Carolina State University Geotechnical Group
                 Soils and Foundations

                No new issue published.




Compiled by the North Carolina State University Geotechnical Group

								
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