Computational Model for Saturated Sand Subjected to Cyclic Loading-Reference-Cited by-同舟云学术

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Computational Model for Saturated Sand Subjected to Cyclic Loading

Published:1987-12 Issue:4 Volume:27 Page:34-44
ISSN:0038-0806
Container-title:Soils and Foundations
language:en
Short-container-title:Soils and Foundations

Author:

Bouckovalas George,Høeg Kaare

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference24 articles.

1. Principal stress rotation : A missing parameter;Arthur;ASCE. Jour. Geotechnical Eng. Div.,1980

2. Permanent displacement of sand with cyclic loading;Bouckovalas;Journal of the Geotechnical Engineering Division, ASCE,1984

3. A simple stress-strain relationship for sands;Bouckovalas;Norwegian Geotechnical Institute, Research Report 51410-1, June.,1985

4. Analytical prediction of permament strain due to cyclic loading of sands;Bouckovalas;Norwegian Geotechnical Institute, Research Report 51410-2, September.,1985

5. Non-linear analysis of stress and strain in soils;Duncan;JSMFED, ASCE,1970

Cited by 1 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. Prediction of Permanent Displacement of Liquefied Ground by Means of Minimum Energy Principle;Soils and Foundations;1992-09

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