Calculation of marine foundations subjected to repeated loads by means of the homogenization method-Reference-Cited by-同舟云学术

Calculation of marine foundations subjected to repeated loads by means of the homogenization method

Published:1995-01 Issue:1 Volume:17 Page:93-106
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Shahrour I.,Meimon Y.

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference17 articles.

1. Behaviour of clay subjected to undrained cyclic loads;Andersen,1976

2. Visco-plastic constitutive equation for clays including a damage law;Aubry,1985

3. Chargement de fatigue homogénéisé d'un sol poreux biphasique élastoviscoplastique;Aubry;Rapport pour l'IFP, Laboratoire de Mécanique des Sols-Structures de l'Ecole Centrale de Paris,1986

4. Foundation analysis of marine gravity structures submitted to cyclic loading;Bonin,1976

5. Numerical model for foundation under cyclic loading- application to piles;Boulon,1980

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