Modeling Liquefaction by a Multimechanism Model-Reference-Cited by-同舟云学术

Modeling Liquefaction by a Multimechanism Model

Published:2008-07 Issue:7 Volume:134 Page:949-959
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Anandarajah A.¹

Affiliation:

1. Professor, Dept. of Civil Engineering, Johns Hopkins Univ., Baltimore, MD 21131.

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%291090-0241%282008%29134%3A7%28949%29

Reference29 articles.

1. Anandarajah A. (1993). “VELACS project: elastoplastic finite-element prediction of the liquefaction behavior of centrifuge models Nos. 1 3 and 4a.” Proc. Int. Conf. on Verification of Numerical Procedures for the Analysis of Soil Liquefaction Problems K. Arulanandan and R. F. Scott eds. Vol. 1 1075–1104.

2. A constitutive model for granular materials based on associated flow Rule;Anandarajah A.;Seismol. Res. Lett.,1994

3. Procedures for Elastoplastic Liquefaction Modeling of Sands

4. Sliding and Rolling Constitutive Theory for Granular Materials

5. Critical State of Granular Materials Based on the Sliding-Rolling Theory

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