p-y Plasticity Model for Nonlinear Dynamic Analysis of Piles in Liquefiable Soil-Reference-Cited by-同舟云学术

p-y Plasticity Model for Nonlinear Dynamic Analysis of Piles in Liquefiable Soil

Published:2013-08 Issue:8 Volume:139 Page:1262-1274
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Brandenberg Scott J¹,Zhao Minxing²,Boulanger Ross W³,Wilson Daniel W⁴

Affiliation:

1. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Los Angeles, CA 90095-1593 (corresponding author).

2. Project Engineer, CH2M Hill, 6 Hutton Centre Dr., Santa Ana, CA 92707.

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

4. Associate Director, Center for Geotechnical Modeling, 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.1943-5606.0000847

Reference42 articles.

1. Pile Response to Lateral Spreads: Centrifuge Modeling

2. Blast-Induced Liquefaction for Full-Scale Foundation Testing

3. Assimaki D. and Varun V. (2009). “Nonlinear macroelements for performance-based design of pile-supported waterfront structures in liquefiable sites.” Proc. Int. Conf. on Performance-Based Design in Earthquake Geotechnical Engineering T. Kokusho et al. eds. Taylor and Francis Group London 1791–1798.

4. Boulanger R. W. Chang D. Brandenberg S. J. Armstrong R. J. and Kutter B. L. (2007). “Seismic design of pile foundations for liquefaction effects.” Earthquake Geotechnical Engineering 4th Int. Conf. on Earthquake Geotechnical Engineering K. D. Pitilakis ed. Springer AA Dordrecht Netherlands 277–302.

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