NO

ARTICLES

PAGE

Technical Papers

1

Finite-Element Investigation of Excavation-Induced Settlements of Buildings and Buried Pipelines

1-16

Y. P. Dong; H. J. Burd; and G. T. Houlsby

2

Convective Drying Analysis of Transversely Isotropic Natural Clay

1-21

Mohammadreza Mir Tamizdoust, Ph.D., A.M.ASCE; and Omid Ghasemi-Fare, Ph.D., A.M.ASCE

3

Characterizing the Deformation Evolution with Stress and Time of Biocemented Sands

1-12

Ray Harran, S.M.ASCE; Dimitrios Terzis; and Lyesse Laloui, M.ASCE

4

Enhancing Pullout Load Capacity of Helical Anchor in Clay with Adjusted Load Application Point under Inclined Loading Condition

1-14

Jiyeong Lee and Junhwan Lee

5

Analytical Solutions for Internal Stability of a Geosynthetic-Reinforced Soil Retaining Wall at the Limit State

1-13

Patrick J. Fox, F.ASCE

6

The Filtering Effect of Pile Foundations in Clay

1-14

Maria Iovino, Ph.D.; Luca de Sanctis; Raffaele Di Laora; Thejesh K. Garala, Ph.D.; and Gopal S. P. Madabhushi

7

Efficacy of Design Methods for Predicting the Capacity of Large-Diameter Open-Ended Piles

1-23

Andrew Rizk, P.E., M.ASCE; Antonio Kodsy, S.M.ASCE; Magued Iskander, Ph.D., P.E., F.ASCE; and Nikolaos Machairas, Ph.D., A.M.ASCE

8

A Simple Method for Predicting Rainfall-Induced Shallow Landslides

1-12

Enrico Conte; Luigi Pugliese, Ph.D.; and Antonello Troncone, Ph.D.

9

Analytical Solutions for Thermomechanical Soil–Structure Interaction in Single Semifloating Energy Piles Embedded in a Layered Soil Profile

1-13

Arash Saeidi Rashk Olia, S.M.ASCE; Aaron Edwin Cossel; and Dunja Peri´c, Ph.D., A.M.ASCE

10

Quantifying the Error Associated with the Elastic Halfspace Assumption in Site Response Analysis

1-10

Ashly Cabas, A.M.ASCE; Adrian Rodriguez-Marek, M.ASCE; Russell A. Green, F.ASCE; and Chunyang Ji, M.ASCE

11

An Energetic Interpretation of Liquefaction Laboratory Tests on Partially Saturated Soils

1-15

L. Mele; S. Lirer; and A. Flora

Case Study

12

System Response of an Interlayered Deposit with Spatially Distributed Ground Deformations in the Chi-Chi Earthquake

1-16

Patrick C. Bassal, P.E., S.M.ASCE; Ross W. Boulanger, Ph.D., P.E., F.ASCE; and Jason T. DeJong, Ph.D., F.ASCE

Technical Notes

13

Effect of Soil Particle Size on the Accuracy of Tactile Pressure Sensors

1-10

Karim Kootahi and Anthony Kwan Leung

14

Evaluation of Cyclic Resistance and  Postliquefaction Volumetric Strains of Intermediate Soils

1-4

L. Mele; S. Lirer; and A. Flora

15

Membrane Behavior of Kaolin–Bentonite Mixtures

1-9

Jiuzhou Zheng; Zhihong Zhang; and Gailei Tian, S.M.ASCE

Discussions And Closures

16

Discussion of “Stress History–Dependent Secondary Compression of San Francisco Bay Region Old Bay Clays” by Nathaniel Wagner, Micaela Largent, Jonathan P. Stewart, Christine Beyzaei, Debra Murphy, Jeremy Butkovitch, and John A. Egan

Demetrious C. Koutsoftas, M.ASCE

17

Discussion of “Stress History–Dependent Secondary Compression of San Francisco Bay Region Old Bay Clays” by Nathaniel Wagner, Micaela Largent, Jonathan P. Stewart, Christine Beyzaei, Debra Murphy, Jeremy Butkovitch, and John A. Egan

1-2

Gholamreza Mesri, M.ASCE, Thierno Kane, M.ASCE

18

Closure to “Stress History–Dependent Secondary Compression of San Francisco Bay Region Old Bay Clays” by Nathaniel Wagner, Micaela Largent, Jonathan P. Stewart, Christine Beyzaei, Debra Murphy, Jeremy Butkovitch, and John A. Egan

1-3

Nathaniel Wagner, M.ASCE, Micaela Largent, M.ASCE, Jonathan P. Stewart, F.ASCE, Christine Beyzaei, M.ASCE, Debra Murphy, M.ASCE, Jeremy Butkovich, M.ASCE, John A. Egan, M.ASCE

19

Discussion of “Undrained Cyclic Response of K0-Consolidated Stiff Cretaceous Clay under Wheel Loading Conditions” by K. Pan, X. M. Liu, Z. X. Yang, R. J. Jardine, and Y. Q. Cai

1-1

Vishnu Diyaljee, Ph.D., P.Eng., F.ASCE

20

Closure to “Undrained Cyclic Response of K0-Consolidated Stiff Cretaceous Clay under Wheel Loading Conditions” by K. Pan, X. M. Liu, Z. X. Yang, R. J. Jardine, and Y. Q. Cai

1-2

K. Pan, X. M. Liu, Z. X. Yang, M.ASCE, R. J. Jardine, Y. Q. Cai, M.ASCE

21

Discussion of “Stress-Displacement Response of Sand–Geosynthetic Interfaces under Different Volume Change Boundary Conditions” by Aliyeh Afzali-Nejad, Ali Lashkari, and Alejandro Martinez

1-2

L. Ba?achowski, J. Konkol

22

Closure to “Stress-Displacement Response of Sand–Geosynthetic Interfaces under Different Volume Change Boundary Conditions” by Aliyeh Afzali-Nejad, Ali Lashkari, and Alejandro Martinez

1-2

Aliyeh Afzali-Nejad, S.M.ASCE, Ali Lashkari, Ph.D., Alejandro Martinez, A.M.ASCE

Corrections

23

Erratum for “Accounting for Soil Spatial Variability in Plate Anchor Design” by Yongmin Cai, Mark Fraser Bransby, Christophe Gaudin, and Yinghui Tian

Yongmin Cai, Mark Fraser Bransby, Christophe Gaudin, Yinghui Tian