Probabilistic evaluation of lateral extent of soil liquefaction under earthquake loading-Reference-Cited by-同舟云学术

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Probabilistic evaluation of lateral extent of soil liquefaction under earthquake loading

Published:1994-03 Issue:2 Volume:147 Page:157-170
ISSN:0029-5493
Container-title:Nuclear Engineering and Design
language:en
Short-container-title:Nuclear Engineering and Design

Author:

Pires J.A.,Ang A.H-S.,Katayama I.

Publisher

Elsevier BV

Subject

Mechanical Engineering,Waste Management and Disposal,Safety, Risk, Reliability and Quality,General Materials Science,Nuclear Energy and Engineering,Nuclear and High Energy Physics

Reference21 articles.

1. Response of soft soils during earthquakes;Idriss,1990

2. Probabilistic analysis of liquefaction;Pires,1989

3. One-dimensional soil response analysis during earthquakes based on effective stress model;Ishihara,1980

4. An effective stress model for liquefaction;Finn;J. Geotech. Engrg., ASCE,1977

5. Some effects of dynamic soil properties on soil structure interaction;Richart;J. Geotech. Engrg., ASCE,1975

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