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ARTICLES

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1

Settlement Rate Increase in Organic Soils  Following Cyclic Loading

1-12

A. Lemnitzer, A.M.ASCE; S. Yniesta, A.M.ASCE; R. Cappa, M.ASCE; and S. J. Brandenberg, M.ASCE

2

Improved Method for the Seismic Design of Anchored Steel Sheet Pile Walls

1-13

Giorgio V. Caputo; Riccardo Conti; Giulia M. B. Viggiani; and Cécile Prüm

3

Use of Vertical and Inclined Walls to Mitigate the Interaction of Reverse Faulting and Shallow Foundations: Centrifuge Tests and Numerical Simulation

1-13

Alireza Saeedi Azizkandi; Mohammad Hassan Baziar, A.M.ASCE; Sadegh Ghavami, S.M.ASCE; and Sajjad Heidari Hasanaklou

4

Liquefaction Mitigation of Sands with Nonplastic Fines via Microbial-Induced Partial Saturation

1-15

Sayedmasoud Mousavi, S.M.ASCE; and Majid Ghayoomi, Ph.D., P.E., M.ASCE

5

Discrete-Element Method Simulations of the  Seismic Response of Flexible Retaining Walls

1-19

Saman Farzi Sizkow and Usama El Shamy, M.ASCE

6

Three-Dimensional Behaviors of a Gravel–Steel Interface Considering Initial Shear Stress

1-11

Dakuo Feng, Ph.D.; Jianmin Zhang, Ph.D.; and Wenjun Hou, Ph.D.

7

Influence of Fracture Geometry on the Krauklis Wave in Finite Fractures

1-13

Haihao Liu, Ph.D.; Pinbo Ding; and Xiang-Yang Li, Ph.D.

8

Effect of Initial Density, Particle Shape, and Confining Stress on the Critical State Behavior of Weathered Gap-Graded Granular Soils

1-13

X. S. Shi; Kai Liu; and Jianhua Yin

9

Influence of Specimen Preparation on the Liquefaction Behaviors of Sand and Its Mesoscopic Explanation

1-14

Xueqian Ni; Bin Ye; Feng Zhang; and Xiaoqing Feng

10

Correlation between Atterberg Limits and Soil Adsorptive Water

1-13

Baochun Zhou and Ning Lu, F.ASCE

11

Numerical Simulation of a Ground Anchor Pullout Test Monitored with Fiber Optic Sensors

1-10

Carla Fabris; Helmut F. Schweiger; Boštjan Pulko; Helmut Woschitz; and Václav Ra?anský

12

A p–y Model for Large Diameter Monopiles in Sands Subjected to Lateral Loading under Static and Long-Term Cyclic Conditions

1-20

W. Fuentes; M. Gil; and G. Rivillas

13

Liquefied Strength Ratio for Eight Laboratory-Tested Sandy Soils

1-9

Timothy D. Stark, Ph.D., P.E., D.GE, F.ASCE; Charles J. MacRobert, Ph.D.;

and Sean A. Hayter, M.ASCE

14

Critical State Soil Mechanics for Cyclic Liquefaction and Postliquefaction Behavior: DEM study

1-17

M. M. Rahman, Ph.D., M.ASCE; H. B. K. Nguyen, Ph.D.; A. B. Fourie, Ph.D.; and M. R. Kuhn, M.ASCE

15

Cracked Equivalent Beam Models for Assessing Tunneling-Induced Damage in Masonry Buildings

1-12

Sinan Acikgoz; Andrea Franza; Matthew J. DeJong, A.M.ASCE; and Robert Mair

16

Temporal Development of Backward Erosion Piping in a Large-Scale Experiment

1-11

Johannes C. Pol; Willem Kanning, Ph.D.; and Sebastiaan N. Jonkman, Ph.D.

17

Development and Use of a Minicone for Liquefaction Risk Evaluation in Layered Soil Deposits

1-15

C. Meisina; P. S. Öztürk Kardo?an, Ph.D.; R. Bonì, Ph.D.; S. Stacul; D. Castaldini; D. Fontana; S. Lugli; M. Bordoni; and D. Lo Presti

18

Applicability of CPT Capacity Prediction Methods to Driven Cast-In-Situ Piles in Granular Soil

1-19

Kevin N. Flynn, Ph.D.; and Bryan A. McCabe, Ph.D.

19

Case Study

Liquefaction and Cyclic Softening at Balboa Boulevard during the 1994 Northridge Earthquake

1-23

Renmin Pretell, S.M.ASCE; Katerina Ziotopoulou, A.M.ASCE; and Craig A. Davis, M.ASCE

20

Case Study

Observed Performance of a Deep Excavation in the Historical Center of Rome

1-12

Luca Masini, Ph.D.; Domenico Gaudio, Ph.D.; Sebastiano Rampello, Ph.D.;

and Eliano Romani, Dr.Eng.

21

Technical Note

Distinct Undrained Cyclic Behavior of Fine-Grained Gassy Soil at Various Initial Pore Water Pressures

1-10

Y. Hong; X. Y. Chen; L. Z. Wang; B. Yang; and M. Sanchez

22

Technical Note

Effect of Tension Crack Formation on Active Earth Pressure Encountered in

Unsaturated Retaining Wall Backfills

1-8

Masood Abdollahi, S.M.ASCE; Farshid Vahedifard, F.ASCE; Mahrooz Abed; and Ben A. Leshchinsky, M.ASCE

23

Technical Note

Analysis of Axial Response of Submarine Pipeline to Debris-Flow Loading

1-5

Indranil Guha, Ph.D.; Mark F. Randolph; and David J. White

24

Technical Note

Soil Response during Globally Drained and Undrained Freeze–Thaw Cycles under Deviatoric Loading

1-11

Sang Yeob Kim; Junghee Park; Wonjun Cha; Jong-Sub Lee; and J. Carlos Santamarina, A.M.ASCE

25

Technical Note

Thermal Conductivity of Sand–Silt Mixtures

1-9

Shahrzad Roshankhah, A.M.ASCE; Adrian V. Garcia; and J. Carlos Santamarina

26

Discussions and Closures

Discussion of “Evaluation of Wave Dissipation in Sand under Impact Loading” by Yaru Lv, Charles W. W. Ng, and Yuan Wang

1-4

Xiao Yu, Li Chen,  Bukui Zhou, Yi Zhang, Qin Fang, Yong Chen,

27

Discussions and Closures

Discussion of “Performance of Geogrid-Reinforced and PTC Pile-Supported Embankment in a Highway Widening Project over Soft Soils” by Mengxuan Zhao, Chunyuan Liu, Tahar El-Korchi, Haichao Song, and Mingjiang Tao

1-2

Xiao Zheng, Shu-Jian Wang

28

Discussions and Closures

Closure to “Performance of Geogrid-Reinforced and PTC Pile-Supported Embankment in a Highway Widening Project over Soft Soils” by Mengxuan Zhao, Chunyuan Liu, Tahar El-Korchi, Haichao Song, and Mingjiang Tao

1-1

Mengxuan Zhao, Chunyuan Liu, Tahar El-Korchi, Haichao Song, Mingjiang Tao, M.ASCE

29

Discussions and Closures

Discussion of “Unconfined Compressive Strength and Visualization of the Microstructure of Coarse Sand Subjected to Different Biocementation Levels” by Aamir Mahawish, Abdelmalek Bouazza, and Will P. Gates

1-3

Sérgio Filipe Veloso Marques, Ph.D., Lucas Festugato, David Eduardo Lourenço, Ph.D., João Victor Linch Daronco

30

Discussions and Closures

Discussion of “Load-Testing Program to Evaluate Pile-Setup Behavior for Individual Soil Layers and Correlation of Setup with Soil Properties” by Md. Nafiul Haque, Murad Y. Abu-Farsakh, Ching Tsai, and Zhongjie Zhang

1-2

John H. Schmertmann, F.ASCE, Kjell Karlsrud

31

Discussions and Closures

Discussion of “Numerical Investigation of Uplift Behavior of Circular Plate Anchors in Uniform Sand” by Nabil Al Hakeem and Charles Aubeny

1-1

Xiao Wang, S.M.ASCE, Xinjiang Wei, Ph.D., Gang Wei, Ph.D.

32

Discussions and Closures

Closure to “Numerical Investigation of Uplift Behavior of Circular Plate Anchors in Uniform Sand” by Nabil Al Hakeem and Charles Aubeny

Charles Aubeny, F.ASCE, Nabil Al Hakeem

33

Corrections

Erratum for “Procedure for Estimating Shear-Induced Seismic Slope Displacement for Shallow Crustal Earthquakes” by Jonathan D. Bray and Jorge Macedo

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