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ARTICLES

PAGE

1

Efficacy of Aging Correction for Liquefaction Assessment of Case Histories Recorded during the 2010 Darfield and 2011 Christchurch Earthquakes in New Zealand

1-15

Salman Rahimi, S.M.ASCE; Clinton M. Wood, M.ASCE; Liam M. Wotherspoon;

and Russell A. Green, M.ASCE

2

Detection of Leakage of MSW-Landfill Leachates through a Liner Defect: Experimental and Analytical Methods

1-11

Lopa Mudra S. Pandey, Ph.D.; and Sanjay Kumar Shukla, M.ASCE

3

Negative Effect of Installation on Performance of a Compaction-Grouted Soil Nail in Poorly Graded Stockton Beach Sand

1-10

Xinyu Ye; Shanyong Wang, M.ASCE; Qiang Li, Ph.D.; Sheng Zhang; and Daichao Sheng

4

Intact, Disturbed, and Reconstituted Undrained Shear Behavior of Low-Plasticity Natural Silt

1-14

Øyvind Blaker, Ph.D., A.M.ASCE; and Don J. DeGroot, Sc.D., P.E., M.ASCE

5

End-Bearing Capacity of Embedded Piles with Inclined-Base Plate: Laboratory Model Tests

1-16

Kyungsoo Han; Mi Jeong Seo; Won-Taek Hong, Ph.D.; and Jong-Sub Lee, Ph.D., P.E., M.ASCE

6

Effects of Surface Roughness on Lateral Load–Carrying Capacities of Piles Embedded in Sand

1-11

Garam Kim; Kyungwon Ham; and Junhwan Lee

7

Liquefaction Resistance Evaluation of Pleistocene-Age South Carolina Coastal Plain Sands with the Cone Penetrometer Test

1-13

Michael J. Hasek, Ph.D., P.E.; and Sarah L. Gassman, Ph.D., P.E., M.ASCE

8

Discrepancy in the Critical State Void Ratio of Poorly Graded Sand due to Shear Strain Localization

1-21

Wadi H. Imseeh, S.M.ASCE; Khalid A. Alshibli, M.ASCE; and Riyadh I. Al-Raoush

9

Prediction, Performance, and Uncertainty in Dynamic Pile Load Testing as Informed by Direct Measurements from an Instrumented Becker Penetration Test

1-14

K. C. Kuei, S.M.ASCE; J. T. DeJong, F.ASCE; and M. Ghafghazi, M.ASCE

10

Liquefaction Hazard in the Groningen Region of the Netherlands due to Induced Seismicity

1-15

R. A. Green, M.ASCE; J. J. Bommer; P. J. Stafford; B. W. Maurer, M.ASCE; P. P. Kruiver; B. Edwards; A. Rodriguez-Marek, M.ASCE; G. de Lange; S. J. Oates; T. Storck; P. Omidi; S. J. Bourne; and J. van Elk

11

Measuring Critical Gradients for Soil Loosening and Initiation of Backward Erosion-Piping Mechanism

1-11

Sige Peng and John D. Rice, Ph.D., P.E., M.ASCE

12

Comparison of Laboratory and Field Measurements of Backfill Hydraulic Conductivity for a Large-Scale Soil-Bentonite Cutoff Wall

1-13

Michael A. Malusis, M.ASCE1; and Landon C. Barlow, M.ASCE2

13

Geotechnical Centrifuge Investigation of the Effectiveness of a Novel Spudcan in

Easing Spudcan–Footprint Interactions

1-14

M. J. Jun; Y. H. Kim, Ph.D.; M. S. Hossain, Ph.D.; M. J. Cassidy, M.ASCE; Y. Hu, Ph.D., M.ASCE; and S. G. Park