Limit equilibrium condition for clay and sand soils-Reference-Cited by-同舟云学术

Limit equilibrium condition for clay and sand soils

Published:1969-02 Issue:2 Volume:3 Page:137-142
ISSN:0018-8220
Container-title:Hydrotechnical Construction
language:en
Short-container-title:Hydrotechnical Construction

Author:

Lomize G. M.,Kryzhanovskii A. L.,Vorontsov É. I.

Publisher

Springer Science and Business Media LLC

Subject

General Energy,Geotechnical Engineering and Engineering Geology,Ocean Engineering,Water Science and Technology,Energy Engineering and Power Technology

Link

http://link.springer.com/content/pdf/10.1007/BF02377919.pdf

Reference7 articles.

1. G. M. Lomize and A. L. Kryzhanovskii, “Basic relationships of stress condition and strength of sand soils” [in Russian], Osnov. Fund. i Mekh. Gruntov, No. 3 (1966).

2. G. M. Lomize and A. L. Kryzhanovskii, “Strength of soils”, Gidrotekh. Stroitel. No. 3 (1967).

3. G. M. Lomize, “Laws governing deformation of dispersion soils,” Nauchnye Doklady Vys. Shkoly, No. 2 (1959).

4. M. V. Malyshev, “The effect of average principal stress on soil strength and the slide planes,” Osnov. Fund. i Mekh. Gruntov, No. 1 (1963).

5. G. A. Geniev, “Generalization of limit equilibrium of loose medium”, Osnov. Fund. i Mekh. Gruntov, No. 2 (1968).

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