Computational Model for Cyclic Mobility and Associated Shear Deformation-Reference-Cited by-同舟云学术

Computational Model for Cyclic Mobility and Associated Shear Deformation

Published:2003-12 Issue:12 Volume:129 Page:1119-1127
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Yang Zhaohui¹,Elgamal Ahmed²,Parra Ender³

Affiliation:

1. Research Fellow, Dept. of Structural Engineering, Univ. of California, San Diego, La Jolla, CA 92093.

2. Professor, Dept. of Structural Engineering, Univ. of California, San Diego, La Jolla, CA 92093.

3. Integrated Production Manager, PDVSA, INTEVEP, Urbanización Santa Rosa, Los Teques, P.O. Box 76343A, Caracas 1070A, Venezuela.

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%282003%29129%3A12%281119%29

Reference53 articles.

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2. Arduino P. Kramer S. and Baska D. (2001). “UW-sand: A simple constitutive model for liquefiable soils.” 2001 Mechanics and Materials Summer Conf. ASME Materials and Applied Mechanics Div. ASCE Engineering Mechanics Div. and Soc. of Engineering Science.

3. Arulmoli K. Muraleetharan K. K. Hossain M. M. and Fruth L. S. (1992). “VELACS: Verification of liquefaction analyses by centrifuge studies laboratory testing program soil data report.” Project No. 90-0562 The Earth Technology Corporation Irvine Calif.

4. Aubry D. Benzenati I. and Modaressi A. (1993). “Numerical predictions for model No. 1.” Proc. Int. Conf. on the Verification of Numerical Procedures for the Analysis of Soil Liquefaction Problems K. Arulanandan and R. F. Scott eds. Balkema Rotterdam The Netherlands 1 45–66.

5. Settlement, Sliding, and Liquefaction Remediation of Layered Soil

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