The use of a variable shear modulus in elastic-plastic models for clays-Reference-Cited by-同舟云学术

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The use of a variable shear modulus in elastic-plastic models for clays

Published:1985-01 Issue:1 Volume:1 Page:3-13
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Houlsby G.T.

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference9 articles.

1. On modelling the unloading-reloading behaviour of soils;Zytynski;Int. J. Numer. Anal. Methods Geomech.,1978

2. Correlations for the engineering properties of soils, with particular reference to the shear modulus;Wroth,1979

3. A Study of Plasticity Theories and Their Applicability to Soils;Houlsby,1981

4. Critical State Soil Mechanics;Schofield,1968

5. New design procedure for the stability of soft clays;Ladd;J. Geotech. Eng. Div., A.S.C.E.,1974

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