Physical modeling of lateral spreading induced by inclined sandy foundation in the state of zero effective stress-Reference-Cited by-同舟云学术

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Physical modeling of lateral spreading induced by inclined sandy foundation in the state of zero effective stress

Published:2015-09 Issue: Volume:76 Page:80-85
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Chen Yumin^ORCID,Xu Chengxiang,Liu Hanlong,Zhang Wengang^ORCID

Funder

National Natural Science Foundation of China

111 Project

Outstanding Young Key Teachers Program of the Qing Lan Project of Jiangsu Province

Outstanding Innovative Talent Program of Hohai University, China

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference17 articles.

1. Study on permanent ground displacement induced by seismic liquefaction;Hamada;Comput Geotech,1987

2. Analysis of permanent deformation of earth dams due to earthquakes;Kuwano;Soils Found,1988

3. Seismic liquefaction analysis of a reservoir dam foundation in the South–North Water Diversion project in China. Part I: Liquefaction potential assessment;Huang;Nat Hazards,2012

4. Mechanism of large post-liquefaction deformation in saturated sand;Shamoto;Soils Found,1997

5. Stress–strain transformations and liquefaction of sands;Talaganov;Soil Dyn Earthquake Eng,1996

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