Comparison of Liquefaction Constitutive Models for a Hypothetical Sand-Reference-Cited by-同舟云学术

Comparison of Liquefaction Constitutive Models for a Hypothetical Sand

Published:2017-03-30 Issue: Volume: Page:
ISSN:
Container-title:Geotechnical Frontiers 2017
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Author:

Carey Trevor J.¹²,Kutter Bruce L.¹²

Affiliation:

1. Graduate Student Researcher, Dept. of Civil and Environmental Engineering, Univ. of California at Davis, One Shields Ave., Davis, CA 95616.

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of California at Davis, One Shields Ave., Davis, CA 95616.

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/9780784480489.039

Reference11 articles.

1. Arduino P. (April 18 2016) Personal communication

2. Beaty M. H. and Byrne P. M. "UBCSAND constitutive model version 904aR." Documentation report: UBCSAND constitutive model on Itasca UDM Website (2011).

3. Boulanger R. W. and Ziotopoulou K. "PM4Sand (Version 3): A sand plasticity model for earthquake engineering applications." Department of Civil and Environmental Engineering University of California at Davis (2015).

4. Simple Plasticity Sand Model Accounting for Fabric Change Effects

5. Idriss I. M. and Boulanger R.W. Soil liquefaction during earthquakes. Earthquake engineering research institute 2008.

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