Stress state and displacements of a ponderable, nonlinearly deformable soil half-space under a circular rigid footing-Reference-Cited by-同舟云学术

Stress state and displacements of a ponderable, nonlinearly deformable soil half-space under a circular rigid footing

Published:1970-01 Issue:1 Volume:7 Page:2-8
ISSN:0038-0741
Container-title:Soil Mechanics and Foundation Engineering
language:en
Short-container-title:Soil Mech Found Eng

Author:

Shirokov V. N.,Solomin V. I.,Malyshev M. V.,Zaretski Yu. 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/BF01703613.pdf

Reference10 articles.

1. A. N. Botkin "On the strength of noncohesive and brittle materials," Izvestiya VNIIG, 26, (1940).

2. G. M. Lomize and A. L. Kryzhanovski, "Basic relationships of the stress state and strength of sandy soils," Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 3 (1966).

3. M. V. Malyshev, "Distribution of stresses and deformations in a nonlinearly deformable foundation bed loaded with a concentrated force," Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 2 (1963).

4. Yu. K. Zaretski, "Computation of lenticular foundations on nonlinearly deformable and nonhomogeneous foundation beds," Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 1 (1965).

5. M. I. Gorbunov-Posadov, "Ways of developing the theory of computing constructions on elastic foundations," Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 1 (1963).

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