Seismic Performance of Shallow Founded Structures on Liquefiable Ground: Validation of Numerical Simulations Using Centrifuge Experiments-Reference-Cited by-同舟云学术

Seismic Performance of Shallow Founded Structures on Liquefiable Ground: Validation of Numerical Simulations Using Centrifuge Experiments

Published:2016-06 Issue:6 Volume:142 Page:04016011
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Karimi Zana¹,Dashti Shideh²

Affiliation:

1. Graduate Research Assistant, Dept. of Civil, Environmental and Architectural Engineering, Univ. of Colorado Boulder, Boulder, CO 80309.

2. Assistant Professor, Dept. of Civil, Environmental and Architectural Engineering, Univ. of Colorado Boulder, Boulder, CO 80309 (corresponding author).

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.1943-5606.0001479

Reference42 articles.

1. Effective stress analysis for the seismic response of shallow foundations on liquefiable sand

2. Bounding surface plasticity model for the seismic liquefaction analysis of geostructures

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.” Earth Tech. Corp. Irvine CA.

4. Mechanics of Deformation and Acoustic Propagation in Porous Media

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