Effects of Spatial Variability on Liquefaction-Induced Settlement and Lateral Spreading-Reference-Cited by-同舟云学术

Effects of Spatial Variability on Liquefaction-Induced Settlement and Lateral Spreading

Published:2017-01 Issue:1 Volume:143 Page:04016086
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Montgomery Jack¹,Boulanger Ross W.²

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Auburn Univ., Auburn, AL 36849 (corresponding author).

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Davis, CA 95616.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0001584

Reference24 articles.

1. Liquefaction Resistance of Soils from Shear-Wave Velocity

2. Baker J. W. Lin T. Shahi S. K. and Jayaram N. (2011). “New ground motion selection procedures and selected motions for the PEER transportation research program.” Rep. No. PEER 2011/03 Pacific Earthquake Engineering Research Center Univ. of California Berkeley CA.

3. Boulanger R. W. and Montgomery J. (2015). “Nonlinear deformation analyses of an embankment dam on a spatially variable liquefiable deposit.” Proc. 11th Int. Conf. on Earthquake Geotechnical Engineering Univ. of Canterbury Christchurch New Zealand.

4. Formulation of a sand plasticity plane-strain model for earthquake engineering applications

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