Elasto-plastic stress-strain theory for cohesionless soil with curved yield surfaces-Reference-Cited by-同舟云学术

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Elasto-plastic stress-strain theory for cohesionless soil with curved yield surfaces

Published:1977 Issue:11 Volume:13 Page:1019-1035
ISSN:0020-7683
Container-title:International Journal of Solids and Structures
language:en
Short-container-title:International Journal of Solids and Structures

Author:

Lade Poul V.

Publisher

Elsevier BV

Subject

Applied Mathematics,Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics,General Materials Science,Modelling and Simulation

Reference28 articles.

1. The stress-strain and strength characteristics of cohesionless soils;Lade,1972

2. Elastoplastic stress-strain theory for cohesionless soil;Lade;ASCE: J. Geotech. Eng. Div.,1975

3. Cubical triaxial tests on cohesionless soil;Lade;ASCE: J. Geotech. Eng. Div.,1973

4. Stress-path dependent behavior of cohesionless soil;Lade;ASCE: J. Geotech. Eng. Div.,1976

5. Drained strength characteristics of sands;Lee;ASCE. J. Soil Mech. Found. Div.,1967

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