Calculations of earth foundations and dams with consideration of the development of regions of limit stress in the soil

Author:

Bugrov A. K.,Zarkhi A. A.

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

Reference9 articles.

1. V. A. Florin, Principles of Soil Mechanics [in Russian], Vol. 1, Gosstroiizdat, Moscow - Leningrad (1959); Vol. 2 (1961).

2. M. I. Gorbunov-Posadov, Stability of Foundations on a Sand Bed [in Russian], Stroiizdat, Moscow (1962).

3. A. K. Bugrov, “Solution of the mixed problem of the theory of elasticity and theory of plasticity of soils,” Osn. Fundam. Mekh. Gruntov, No. 6 (1974).

4. A. K. Bugrov, “Use of the unassociated law of plastic flow in the mixed problem of the theory of elasticity and theory of plasticity of soils,” Tr. Leningr. Politekh. Inst., No. 354 (1976).

5. A. K. Bugrov and A. A. Zarkhi, “Stress and strain state in a foundation in the presence of regions of limit equilibrium of the soils in it,” Tr. Leningr. Politekh. Inst., No. 354 (1976).

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