Integration of the modified Cam-Clay model in non-linear finite element analysis-Reference-Cited by-同舟云学术

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Integration of the modified Cam-Clay model in non-linear finite element analysis

Published:1992-01 Issue:2 Volume:14 Page:59-83
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Hashash Y.M.A.,Whittle A.J.

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference35 articles.

1. Soil Mechanics and Work Hardening Theories of Plasticity;Drucker;ASCE Transactions,1957

2. Constitutive Laws for Soils: II Macrometric Approaches-Static Intrinsically Time Dependent;Hashiguchi,1985

3. Erdbaumechanik, Franz Deuticke;Terzaghi,1925

4. Yielding of Clays in States Wetter than Critical;Roscoe;Géotechnique,1963

5. On the Generalized Stress-Strain Behavior of ‘Wet’ Clay;Roscoe,1968

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