Influence of Permeability on Liquefaction-Induced Shear Deformation-Reference-Cited by-同舟云学术

Influence of Permeability on Liquefaction-Induced Shear Deformation

Published:2002-07 Issue:7 Volume:128 Page:720-729
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Yang Zhaohui¹,Elgamal Ahmed²

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 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%282002%29128%3A7%28720%29

Reference61 articles.

1. Adalier K. (1992). “Post-liquefaction behavior of soil systems.” MS thesis Rensselaer Polytechnic Institute Troy N.Y.

2. Liquefaction of soils induced by earthquakes.;Ambraseys N.;Bull. Seismol. Soc. Am.,1969

3. Arulanandan K. and Scott R. F. eds. (1993). “Verification of numerical procedures for the analysis of soil liquefaction problems.” Proc. Conf. Balkema Rotterdam The Netherlands Vol. 1.

4. Arulanandan K. and Scott R. F. eds. (1994). “Verification of numerical procedures for the analysis of soil liquefaction problems.” Proc. Conf. Balkema Rotterdam The Netherlands Vol. 2.

5. Arulanandan K. Yogachandran C. Muraleetharan K. K. Kutter B. L. and Chang G. S. (1988). “Laboratory flow slide during earthquake simulation.” Proc. Centrifuge 88 Corte J.-F. ed. Balkema Rotterdam The Netherlands 539–544.

Cited by 128 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Large post-liquefaction deformation of sand: Mechanisms and modeling considering water absorption in shearing and seismic wave conditions;Underground Space;2024-10

2. Analysis of Liquefaction Susceptibility in the Nakdonggang Delta Region via Effective Stress Analysis;Journal of the Korean Society of Hazard Mitigation;2024-08-31

3. Seismic performances of the wrapped retaining wall backfilled with polypropylene fiber reinforced rubber-sand mixture;Geotextiles and Geomembranes;2024-08

4. Sustainability and Resilience Assessment of a Reinforced Concrete Bridge Subjected to Liquefaction-Induced Lateral Spreading;Journal of Geotechnical and Geoenvironmental Engineering;2024-04

5. Mitigation of earthquake-induced liquefaction and lateral spread deformation by applying ground granulated blast furnace slag;Soil Dynamics and Earthquake Engineering;2024-03