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ARTICLES

PAGE

1

DEM Simulation of Creep in One-DimensionalCompression of Crushable Sand

1-17

Su Liu; Jianfeng Wang; and Chung Yee Kwok

2

Total Stress Analysis of Soft Clay GroundResponse in Centrifuge Models

1-11

Kamil B. Afacan, A.M.ASCE; Samuel Yniesta, A.M.ASCE; Ali Shafiee, M.ASCE; Jonathan P. Stewart, F.ASCE; and Scott J. Brandenberg, M.ASCE

3

Effects of Mobilized Wall Friction Angle on ResultantSeismic Earth Pressure on Shallow Foundation

1-11

Shuji Tamura; Ryota Kawakami; and Takehiro Okumura

4

Radial Consolidation Analysis Using Delayed Consolidation Approach

1-15

Pankaj Baral, Ph.D.; Cholachat Rujikiatkamjorn, Ph.D., M.ASCE; Buddhima Indraratna, Ph.D., F.ASCE; Serge Leroueil, M.ASCE; and Jian-Hua Yin, M.ASCE

5

Simple Approaches for Modeling HystereticSoil Water Retention Behavior

1-12

Zhong Han, Ph.D.; Sai K. Vanapalli, Ph.D., M.ASCE; and Wei-lie Zou, Ph.D.

6

Large-Scale Modeling of Preshaking Effect onLiquefaction Resistance, Shear Wave Velocity,and CPT Tip Resistance of Clean Sand

1-19

R. Dobry, M.ASCE; S. Thevanayagam, M.ASCE; W. El-Sekelly, M.ASCE;T. Abdoun, M.ASCE; and Q. Huang, Aff.M.ASCE

7

Effects of Cyclic Temperature Variations on ThermalResponse of an Energy Pile under a Residential Building

1-14

Mohammed Faizal; Abdelmalek Bouazza; John S. McCartney, M.ASCE; and Chris Haberfield

8

Modified NTH Method for Assessing Effective Friction Angle of Normally Consolidated and Overconsolidated Clays from Piezocone Tests

1-14

Zhongkun Ouyang, S.M.ASCE; and Paul W. Mayne, Ph.D., P.E., M.ASCE

9

Fabric Effects on Strip FootingLoading of Anisotropic Sand

1-15

Yannis K. Chaloulos; Achilleas G. Papadimitriou, M.ASCE; and Yannis F. Dafalias, F.ASCE

10

Comparative and Numerical Analyses ofResponse of Concrete Cutoff Walls ofEarthen Dams on Alluvium Foundations

1-16

Lifeng Wen; Junrui Chai; Zengguang Xu; Yuan Qin; and Yanlong L

11

Modeling Aging of Displacement Piles in Natural Soft Clay

1-8

Mats Karlsson, Ph.D.; Jorge Yannie, Ph.D.; and Jelke Dijkstra

12

Polymer Elution and Hydraulic Conductivity ofBentonite–Polymer CompositeGeosynthetic Clay Liners

1-12

Kuo Tian, M.ASCE; William J. Likos, M.ASCE; and Craig H. Benson, F.ASCE

13

Mechanistic Development of CPT-Based Cyclic StrengthCorrelations for Clean Sand

1-13

Diane M. Moug, Ph.D., A.M.ASCE; Adam B. Price, Ph.D., M.ASCE; Ana Maria Parra Bastidas, Ph.D., M.ASCE; Kathleen M. Darby, Ph.D., S.M.ASCE; Ross W. Boulanger, Ph.D., P.E., F.ASCE; and Jason T. DeJong, Ph.D., M.ASCE

14

Assessing Initial Stiffness Models for Laterally Loaded Piles in Undrained Clay: Robust Design Perspective

1-11

Yang Yu, Ph.D.; Mengfen Shen, Ph.D., A.M.ASCE; and C. Hsein Juang, Ph.D., F.ASCE

15

Bioinspiration for Anisotropic Load Transfer at Soil–Structure Interfaces

1-14

Alejandro Martinez, Ph.D., A.M.ASCE; Sophia Palumbo;  and Brian D. Todd, Ph.D.

16

Data Reduction and Dynamicp-yCurves of Helical Pilesfrom Large-Scale Shake Table Tests

1-13

M. K. ElSawy; M. H. El Naggar, F.ASCE; A. B. Cerato, M.ASCE; and A. W. Elgamal, M.ASCE

17

Seismic Deformation Analysis of Embankment Dams Using Simplified Total-Stress Approach

1-16

Kevin Zeh-Zon Lee, M.ASCE; Navead Jensen; David R. Gillette, M.ASCE;and Derek T. Wittwer, M.ASCE

18

One-Way Cyclic Behavior of Saturated Clay in 3D Stress State

1-13

Chuan Gu; Yongzheng Wang; YuJun Cui; Yuanqiang Cai, M.ASCE; and Jun Wang

19

Lateral Performance and  p-y Curves for Large-CapacityH elical Piles Installed in Clayey Glacial Deposit

1-10

Mohamed Elkasabgy, Ph.D., P.Eng., M.ASCE; and M. Hesham El Naggar, Ph.D., P.Eng., F.ASCE

20

Capacity of Short Piles and Caissons in Soft Clay from Geotechnical Centrifuge Tests

1-12

Madhuri Murali, A.M.ASCE; Francisco J. Grajales-Saavedra, A.M.ASCE;Ryan D. Beemer, A.M.ASCE; Charles P. Aubeny, F.ASCE; and Giovanna Biscontin, M.ASCE

21

Pile and Pile-Group Response to Liquefaction-Induced Lateral Spreading in Four Large-ScaleShake-Table Experiments

1-13

Ahmed Ebeido, A.M.ASCE; Ahmed Elgamal, M.ASCE; Kohji Tokimatsu, M.ASCE; and Akio Abe

22

Numerical Study of Mobilized Friction alongEmbedded Catenary Mooring ChainsC.

1-13

Sun; X. Feng, Ph.D.; S. R. Neubecker, Ph.D.; M. F. Randolph, Ph.D.;M. F. Bransby, Ph.D.; and S. Gourvenec, Ph.D.

23

Variability and Bias in Undrained Shear Strength fromDifferent Sampling and Testing Methods

1-14

Dan Ding, A.M.ASCE; and J. Erik Loehr, F.ASCE

24

Settlement and Vertical Load Transferin Column-Supported Embankments

1-15

George M. Filz, P.E., Dist.M.ASCE; Joel A. Sloan, P.E., M.ASCE; Michael P. McGuire, P.E., M.ASCE;  Miriam Smith, P.E., M.ASCE; and James Collin, P.E., F.ASCE

25

Centrifuge Model Testing of Liquefaction Mitigation viaMicrobially Induced Calcite Precipitation

1-13

Kathleen M. Darby, M.ASCE; Gabby L. Hernandez, S.M.ASCE; Jason T. DeJong, M.ASCE; Ross W. Boulanger, F.ASCE;  Michael G. Gomez, A.M.ASCE; and Daniel W. Wilson, M.ASCE

26

Penetration Model for Installation of SkirtedFoundations in Layered Soils

1-11

Rasmus Tofte Klinkvort; Hendrik Sturm; and Knut H. Andersen, M.ASCE

27

Case Study Integrating Field Monitoring and Numerical Modeling toEvaluate Performance of a Levee underClimatic and Tidal Variations

1-14

Xavier A. Rivera-Hernandez, M.ASCE; Ghada S. Ellithy, M.ASCE; and Farshid Vahedifard, M.ASCE

28

Technical Note Drained Peak and Residual Interface Shear Strengths ofFine-Grained Soils for Pipeline Geotechnics

1-7

Hisham T. Eid, M.ASCE; Nasser M. Al-Nohmi; Dharma Wijewickreme, M.ASCE3;and Ruslan S. Amarasinghe4

29

Technical Note Circular-Plate Load Tests on Bounded Cemented Layers above Weak Cohesive-Frictional Soil

1-8

Nilo Cesar Consoli; Jamile Giriboni Rossi; Lucas Festugato;Cesar Alberto Ruver; Hugo Carlos Scheuermann Filho; Diego Foppa6;Mariana da Silva Carretta; and Helena Batista Leon