Improvement of foundation settlement calculations by the layerwise summation method-Reference-Cited by-同舟云学术

Improvement of foundation settlement calculations by the layerwise summation method

Published:1991-10 Issue:10 Volume:25 Page:638-644
ISSN:0018-8220
Container-title:Hydrotechnical Construction
language:en
Short-container-title:Hydrotechnical Construction

Author:

Bezvolev S. G.,Fedorovskii V. G.,Aleksandrovich V. F.

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/BF01665652.pdf

Reference13 articles.

1. SNiP 2.02.01-83. Foundations of Buildings and Structures [in Russian], Gosstroi SSSR, Stroiizdat, Moscow (1985).

2. SNiP 2.02.02-85. Foundations of Hydraulic Structures [in Russian], Gosstroi SSSR, TsIPT Gostroya SSSR, Moscow (1986).

3. K. E. Egorov, “Methods of calculating final foundation settlements,” in: Soil Physics and Mechanics [in Russian], NII Osn. Fundam., Sb. Trudov, No. 13 (1949).

4. L. V. Khalturina and A. P. Krivorotov, “Stress state of the clay foundation of a rigid strip plate,” in: Structural Elements of Buildings and Structures [in Russian], Alt. Politekh. Inst., Barnaul (1989).

5. R. A. Tokar', “Limit deformations of foundations,” in: Summary Conference on 1954 Research Works, Reports and Communications [in Russian], Vsesoyuzn. NII Osn. Fundam., Moscow (1956).

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