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ARTICLES

PAGE

1

Microstructural Analyses of a Stabilized Sand by a Deep-Mixing Method

1-10

Diego Bellato; Ignazio Paolo Marzano; and Paolo Simonini

2

A p-y Analysis of Laterally Loaded Offshore-Well Conductors and Piles Installed in Normally Consolidated to Lightly Overconsolidated Clays

1-18

Olusola Komolafe and Charles Aubeny, F.ASCE

3

Relevance of Dynamic Soil-Foundation-Structure Interaction for Pile-Supported Buildings

1-14

Luca de Sanctis; Maria Iovino; Raffaele Di Laora; and Stefano Aversa

4

Smooth Nonlinear Hysteresis Model for Coupled Biaxial Soil-Pipe Interaction in Sandy Soils

1-16

Kien T. Nguyen, S.M.ASCE; and Domniki Asimaki, Sc.D., M.ASCE

5

Monitoring Fine-Grain Soil Loading with Time-Domain Reflectometry

1-12

A. Faroqy; A. C. D. Royal; G. Curioni; D. N. Chapman; and N. J. Cassidy

6

Numerical Evaluation of Liquefaction Resistance for Desaturated Sands

1-14

Kengo Kato, Ph.D., Aff.M.ASCE; and Koichi Nagao

7

Gravel Liquefaction Assessment Using the Dynamic Cone Penetration Test Based on Field Performance from the 1976 Friuli Earthquake

1-14

Kyle M. Rollins, M.ASCE; Sara Amoroso; Giuliano Milana; Luca Minarelli; Maurizio Vassallo; and Giuseppe Di Giulio

8

Calibration of Model Uncertainties for Fixed Steel Offshore Platforms Based on Observed Performance in Gulf of Mexico Hurricanes

1-10

Jinbo Chen, Ph.D., P.E., M.ASCE; Robert B. Gilbert, Ph.D., P.E., M.ASCE; Albert Ku, Ph.D., P.E., M.ASCE; Jiun-Yih Chen, Ph.D., P.E., M.ASCE; and Peter W. Marshall, Ph.D., P.E., M.ASCE

9

A Binary Packing Material–Based Procedure for Evaluating Soil Liquefaction Triggering during Earthquakes

1-17

Guoxing Chen; Qi Wu; Kai Zhao; Zhifu Shen; and Jun Yang, F.ASCE

10

Behavior of Nonidentical Differently Loaded Interfering Rough Footings

1-11

Christoph Schmüdderich; Arash Alimardani Lavasan; Franz Tschuchnigg; and Torsten Wichtmann

11

Load Transfer Method for Energy Piles in a Group with Pile–Soil–Slab–Pile Interaction

1-17

Elena Ravera; Melis Sutman, Ph.D.; and Lyesse Laloui, Ph.D., M.ASCE

12

Simplified Model for Interpretation of Undrained Shear-Strength from Field-Vane Tests in Transient Soils

1-17

Mateus Forcelini; Samir Maghous, Ph.D.; Fernando Schnaid, Ph.D.; and Felipe Schaedler de Almeida, Ph.D.

13

Large Deformation Finite-Element Simulation of Displacement-Pile Installation Experiments in Sand

1-15

Z. X. Yang, M.ASCE; Y. Y. Gao; R. J. Jardine; W. B. Guo4; and D. Wang

14

Biocementation Control of Sand against Wind Erosion

1-13

Seyed Mohammad Fattahi; Abbas Soroush; and Ning Huang

15

Practical Estimation of Compression Behavior ofClayey/Silty Sands Using Equivalent Void-Ratio Concept

1-12

X. S. Shi and Jidong Zhao