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ARTICLES

PAGE

Technical Papers

1

Seismic Bearing Capacity of Strip Foundations with Nonlinear Power-Law Yield Criterion Using the Stress Characteristics Method

1-

Ravi Ganesh and Jyant Kumar

2

Full-Scale Tests of Skirt Penetration Resistance in`Gravel for Offshore Wind Structures

1-10

Elena Varela; Marina Miranda; Jorge Castro; Javier Sarmiento; and Raúl Guanche5

3

Sidewall Shell Contribution to the Lateral Capacity of Offshore Suction Caissons in Clay

1-12

Georgia Efthymiou and George Gazetas, M.ASCE

4

Drained Axial Pipe-Soil Resistance at Low Confinement Using Tilt Table and Direct Shear Tests

1-17

Roba Houhou; Rayan Bou Mjahed; Salah Sadek, Ph.D., M.ASCE; and Shadi Najjar, Ph.D., M.ASCE

5

Effect of Overconsolidation on Cyclic Resistance of Soils

1-15

Jiarui Chen, S.M.ASCE; and Scott M. Olson, Ph.D., P.E., M.ASCE

6

Failure Envelopes for Ring Foundations Resting on Tresca Soil under Combined Loading

1-15

Kedar Birid and Deepankar Choudhury, F.ASCE

7

Centrifuge Modeling of the Seismic Behavior of Soft Clay Slopes

1-14

Cristian Yair Soriano Camelo, D.Sc., A.M.ASCE; Maria Cascão Ferreira de Almeida, D.Sc.; Marcio de Souza Soares de Almeida, Ph.D., M.ASCE; Gopal S. P. Madabhushi, Ph.D.; and Sam Stanier, Ph.D.

8

Pile-Supported Wharves Subjected to Inertial Loads and Lateral Ground Deformations. I: Experimental Results from Centrifuge Tests

1-14

Milad Souri, Ph.D., P.E., M.ASCE; Arash Khosravifar, Ph.D., P.E., M.ASCE;

Stephen Dickenson, Ph.D., P.E., M.ASCE; Scott Schlechter, P.E., M.ASCE4; and Nason McCullough, Ph.D., P.E., M.ASCE

9

Pile-Supported Wharves Subjected to Inertial Loads and Lateral Ground Deformations. II: Guidelines for Equivalent Static Analysis

1-18

Milad Souri, Ph.D., M.ASCE, P.E.; Arash Khosravifar, Ph.D., P.E., M.ASCE; Stephen Dickenson, Ph.D., P.E., D.PE, M.ASCE; Scott Schlechter, P.E., G.E., M.ASCE; and Nason McCullough, Ph.D., P.E., G.E., M.ASCE

10

Muskeg Soil Stabilization Using the Microbially Induced Calcite Precipitation Technique by the Urease Active Bioslurry Approach

1-13

Ahmed ElMouchi, Ph.D., P.Eng.; Sumi Siddiqua, Ph.D., P.Eng., M.ASCE; Emmanuel Salifu, Ph.D., CEng., M.ASCE; and Dharma Wijewickreme, Ph.D., P.Eng., M.AS

11

Seismic Response of Inhomogeneous Soil Deposits with Exponentially Varying Stiffness

1-16

Emmanouil Rovithis, Ph.D.; and George Mylonakis, Ph.D., M.ASCE

12

LRFD Calibration of Facing Limit States for Soil Nail Walls

1-17

Peiyuan Lin and Richard J. Bathurst, M.ASCE

13

Direct Injection of Aluminum–Organic Matter Flocs to Reduce Soil Permeability and Create a Vertical Flow Barrier In Situ

1-14

J. Zhou1; S. Laumann; and T. J. Heimovaara

14

Seismic Soil Pressures on Rigid Walls Subjected to Pulse-Like Earthquake Ground Motions

1-11

Miguel A. Ferreris-Barreto and Aidcer L. Vidot-Vega, Ph.D., P.E.

15

Long-Term Response of Piles to Cyclic Lateral Loading Following Vibratory and Impact Driving in Water-Saturated Sand

1-17

Patrick Staubach; Jan Macha?ek; Britta Bienen, Aff.M.ASCE; and Torsten Wichtmann

16

Axisymmetric Simulations of Cone Penetration in Biocemented Sands

1-11

Maya El Kortbawi, S.M.ASCE; Diane M. Moug, Ph.D., A.M.ASCE; Katerina Ziotopoulou, Ph.D., P.E., M.ASCE; Jason T. DeJong, Ph.D., F.ASCE; and Ross W. Boulanger, Ph.D., P.E., F.ASCE

17

Strain Potential of Liquefied Soil

1-16

Franklin R. Olaya, S.M.ASCE; and Jonathan D. Bray, F.ASCE

18

Use of Combined Static and Dynamic Testing to Quantify the Participation of Particles in Stress Transmission

1-17

Deyun Liu; Catherine O’Sullivan, M.ASCE; and J. Antonio H. Carraro

19

Seismic Performance of an Embankment Underlain by a Liquefiable Layer and Supported by Spatially Variable Soil-Cement Wall

1-15

Shahabeddin Zaregarizi, S.M.ASCE; and Mohammad Khosravi, A.M.ASCE

20

Influence of Seepage Length on Backward Erosion Piping Behaviors in Centrifuge Model Testing

1-12

William Ovalle-Villamil, Ph.D., M.ASCE; and Inthuorn Sasanakul, Ph.D., P.E., M.ASCE

21

An Experimental Investigation of the Liquefaction Resilience of Dual Row Retaining Walls Using Centrifuge Modeling

1-13

Srikanth S. C. Madabhushi, Aff.M.ASCE; and Stuart K. Haigh

22

Centrifuge Investigation of Groundwater-Induced Footing Settlement in Sand Considering Rising and Falling GWL Phases

1-12

Incheol Kim, Aff.M.ASCE; Garam Kim; and Junhwan Lee

Case Study

23

Field Trials of Microbially Induced Desaturation in Low-Plasticity Silt

1-19

Diane M. Moug, Ph.D., A.M.ASCE; Kayla R. Sorenson, S.M.ASCE; Arash Khosravifar, Ph.D., P.E., M.ASCE; Melissa Preciado, A.M.ASCE; Elizabeth Stallings Young, Ph.D., S.M.ASCE; Leon van Paassen, Ph.D., A.M.ASCE; Edward Kavazanjian Jr., Ph.D., P.E., NAE, Dist.M.ASCE; Benchen Zhang, Ph.D.; Kenneth H. Stokoe, Ph.D., P.E., NAE, Dist.M.ASCE; Farnyuh M. Menq, Ph.D.10; and Yumei Wang, P.E., F.ASCE11

24

Geotechnical Visualization and Three-Dimensional Geostatistics Modeling of Highly Variable Soils of a Hydraulic Fill Dam

1-14

Santiago R. Caballero, Ph.D., P.E., M.ASCE; Tejo V. Bheemasetti, Ph.D., A.M.ASCE; Anand J. Puppala, Ph.D., P.E., D.GE, F.ASCE; and Sayantan Chakraborty, Ph.D., A.M.ASCE

Technical Notes

25

Geotechnical Properties of Laponite-Treated Sands in Reliquefaction Events

1-6

Gislaine Tobar, Ph.D., M.ASCE; and Rolando P. Orense, Dr.Eng., P.E., M.ASCE

26

Vertical Bearing Capacity of Foundations with Large Embedment Depth in Normally Consolidated Clay

1-10

Mengxi Tan; Yunfei Li; Ping Yi; and Jun Liu