Effect of the load trajectory on the state of stress and strain of the base-Reference-Cited by-同舟云学术

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Effect of the load trajectory on the state of stress and strain of the base

Published:1980-03 Issue:2 Volume:17 Page:84-87
ISSN:0038-0741
Container-title:Soil Mechanics and Foundation Engineering
language:en
Short-container-title:Soil Mech Found Eng

Author:

Bugrov A. K.

Publisher

Springer Science and Business Media LLC

Subject

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

Link

http://link.springer.com/content/pdf/10.1007/BF01711373.pdf

Reference11 articles.

1. S. S. Vyalov, Rheological Bases of Soil Mechanics [in Russian], Vysshaya Shkola, Moscow (1978).

2. R. Hill, Mathematical Theory of Plasticity [Russian translation], GITTL (1956).

3. A. K. Bugrov, "Solution of the mixed problem of the theory of elasticity and theory of plasticity," 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, "State of stress of an elastoplastic base during impression of rigid plates," Izv. Vyssh. Uchebn. Zaved., Stroit. Arkhit., No. 11 (1977).

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