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ARTICLES

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1

Anisotropic and Noncoaxial Behavior of K0-Consolidated Soft Clays under Stress Paths with Principal Stress Rotation

1-13

Jun Wang; Dong Feng; Lin Guo; Hongtao Fu; Yuanqiang Cai, F.ASCE; Tingyu Wu; and Li Shi

2

Micro-CT Scanning to Examine Soil Clogging Behavior of Natural Fiber Drains

1-16

Thanh Trung Nguyen and Buddhima Indraratna, Ph.D., F.ASCE

3

Hydraulic Conductivity of Bentonite–Polymer Composite Geosynthetic Clay Liners Permeated with Coal Combustion Product Leachates

1-12

Jiannan Chen, A.M.ASCE; Hulya Salihoglu, A.M.ASCE; Craig H. Benson, F.ASCE; William J. Likos, M.ASCE; and Tuncer B. Edil, Dist.M.ASCE

4

Numerical Investigation of Uplift Behavior of Circular Plate Anchors in Uniform Sand

1-16

Nabil Al Hakeem and Charles Aubeny, F.ASCE

5

Evaluation of Bearing Capacity on Geosynthetic-Reinforced Soil Structures Considering Multiple Failure Mechanisms

1-13

Yonggui Xie, Ph.D., S.M.ASCE; Ben Leshchinsky, M.ASCE; and Jie Han, F.ASCE

6

Compressive and Tensile Shaft Resistance of Nondisplacement Piles in Sand

1-20

Ayda C. Galvis-Castro, S.M.ASCE; Ruben D. Tovar-Valencia, S.M.ASCE; Rodrigo Salgado, F.ASCE; and Monica Prezzi, A.M.ASCE

7

Statistical Analyses of Model Factors in Reliability-Based Limit-State Design of Drilled Shafts under Axial Loading

1-19

Chong Tang; Kok-Kwang Phoon, F.ASCE; and Yit-Jin Chen

8

Investigation of Thermal Loading Effects on Shaft Resistance of Energy Pile Using Laboratory-Scale Model

1-12

Saeed Yazdani; Sam Helwany; and Guney Olgun

9

Power Law Model to Predict Creep Movement and Creep Failure

1-10

Gang Bi; Jean-Louis Briaud, Dist.M.ASCE; Marcelo Sanchez, M.ASCE; and Mohsen Mahdavi Kharanaghi

10

Microscale Visualization of Microbial-Induced Calcium Carbonate Precipitation Processes

1-13

Yuze Wang, S.M.ASCE; Kenichi Soga, Ph.D., M.ASCE; Jason T. DeJong, Ph.D., M.ASCE; and Alexandre J. Kabla, Ph.D.

11

Discrete Element Analysis of Earthquake Fault Rupture-Soil-Foundation Interaction

1-12

Fernando E. Garcia, A.M.ASCE; and Jonathan D. Bray, F.ASCE

12

Failure Mechanism of Long-Runout Landslide Triggered by Heavy Rainfall in Achanakkal, Nilgiris, India

1-14

Senthilkumar Vadivel and Chandrasekaran Sembulichampalayam Sennimalai

13

Unconfined Compressive and Splitting Tensile Strength of Basalt Fiber–Reinforced Biocemented Sand

1-11

Yang Xiao, Ph.D., M.ASCE; Xiang He, S.M.ASCE; T. Matthew Evans, Ph.D., A.M.ASCE; Armin W. Stuedlein, Ph.D., P.E., M.ASCE; and Hanlong Liu, Ph.D., P.E., M.ASCE

14

New Methods for Arrival Time Determination in Bender Element Tests for Time-Lapsed versus Tomography

1-11

Yuxin Wu; Jun Kang Chow; Yu-Hsing Wang, M.ASCE; and Ghee Leng Ooi

15

Inverse Analysis of a Supported Excavation in Chicago

1-12

Sangrae Kim, A.M.ASCE; and Richard J. Finno, M.ASCE

16

New Simple Method for Calculating Impact Force on Flexible Barrier Considering Partial Muddy Debris Flow Passing Through

1-11

Dao-Yuan Tan; Jian-Hua Yin; Wei-Qiang Feng; Zhuo-Hui Zhu; Jie-Qiong Qin; and Wen-Bo Chen

17

Large-Scale Testing of Distributed Temperature Sensing for Early Detection of Piping

1-13

Silvia Bersan; André R. Koelewijn; Mario Putti; and Paolo Simonini

18

Closed-Form Models for NonisothermalEffective Stress of Unsaturated Soils

1-14

Farshid Vahedifard, M.ASCE; Toan Duc Cao, A.M.ASCE; Ehsan Ghazanfari, M.ASCE;and Sannith Kumar Thota, S.M.ASCE

19

Cyclic Capacity and Diving Potential ofNovel Fish Anchor in Calcareous Silt

1-13

K. Chang; M. S. Hossain;Y.H.Kim; and D. Wang

20

Performance Evaluation of a Collapsible Soil Reinforcedwith Compacted Lateritic Soil Columns

1-14

Mara Sarro Pereira; Cristina de Hollanda Cavalcanti Tsuha, Ph.D.;Orêncio Monje Vilar, Ph.D.; José Antonio Schiavon, Ph.D.; Sérgio Tibana, Ph.D.; Fernando Saboya Jr., Ph.D., M.ASCE; and Daniel Dias, Ph.D.

21

Effect of Casing and High-Strength Reinforcementon the Lateral Load Transfer Characteristics of Drilled Shaft Foundations

1-14

Qiang Li, A.M.ASCE; Armin W. Stuedlein, M.ASCE; and Antonio Marinucci, M.ASCE

22

Acoustic Emission and Force Drop in Grain Crushing of Carbonate Sands

1-10

Yang Xiao, Ph.D., M.ASCE; Lei Wang; Xiang Jiang; T. Matthew Evans, Ph.D., A.M.ASCE;Armin W. Stuedlein, Ph.D., P.E., M.ASCE; and Hanling Liu, Ph.D.

23

Characterization of Rocking Shallow Foundations onCohesive Soil Using Field Snap-Back Tests

1-10

Keshab Sharma, S.M.ASCE; and Lijun Deng

24

Propagation and Attenuation of Statistically StationaryGround Vibrations due to Human Activities

1-13

Juan M. Mussat; Raúl D. Bertero, M.ASCE; and Pablo M. Barbieri

25

Failure of an Embankment on Soil-Cement Column–Improved Clay Deposit: Investigation and Analysis

1-10

Jinchun Chai; Sailesh Shrestha; and Takenori Hino

26

Liquefaction Evaluation of Interbedded Soil Deposit: Çark Canal in 1999 M7.5 Kocaeli Earthquake

1-16

Ross W. Boulanger, Ph.D., P.E., F.ASCE; Sean K. Munter; Christopher P. Krage, Ph.D., M.ASCE; and Jason T. DeJong, Ph.D., M.ASCE

27

Effects of Infiltration Characteristics on Spatial-Temporal Evolution of Stability of an Interstate Highway Embankment

1-11

Eric Hinds; Ning Lu, F.ASCE; Benjamin Mirus; and Alexandra Wayllace, A.M.ASCE

28

Reducing Landslide Risk Using Airborne Lidar Scanning Data

1-8

M. J. Lato; S. Anderson, M.ASCE; and M. J. Porter

29

Oedometric Behavior of Diatomite–Kaolin Mixtures

1-5

Desh R. Sonyok and Paola Bandini, Ph.D., P.E., M.ASCE

30

Shear Strength Behavior of Soils Reinforced with Weak Fibers

1-7

Chunling Li, M.ASCE; and Jorge G. Zornberg, F.ASCE

31

Evaluation of Wave Dissipation in Sand under Impact Loading

1-6

Yaru Lv, Ph.D.; Charles W. W. Ng, F.ASCE; and Yuan Wang

32

Influence of Microbe and Enzyme-Induced Treatments on Cemented Sand Shear Response

1-8

Ashkan Nafisi, M.ASCE; Shahin Safavizadeh, M.ASCE; and Brina M. Montoya, M.ASCE

33

Measuring Retardation Factors of 133Cesium and 88Strontium Cations Using Column Test

1-7

J. Cao, A.M.ASCE; B. Bate, A.M.ASCE; A. Bouazza; and W. Deng, A.M.ASCE

34

Discussion of “Analytical Model for Transport of Dilute Colloidal Silica Dispersions through Porous Media” by J. Richard Weggel, Patricia Gallagher, and Yuanzhi Lin

1-2