Stress-strain state of a bed of finite thickness under an arbitrary strip load applied to the surface-Reference-Cited by-同舟云学术

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Stress-strain state of a bed of finite thickness under an arbitrary strip load applied to the surface

Published:1998-01 Issue:1 Volume:35 Page:1-7
ISSN:0038-0741
Container-title:Soil Mechanics and Foundation Engineering
language:en
Short-container-title:Soil Mech Found Eng

Author:

Kushner S. G.

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/BF02465972.pdf

Reference10 articles.

1. Construction Rule and Regulation II-15-74. Beds for Buildings and Structures [in Russian].

2. Construction Rule and Regulation 2.02.-1-83. Beds for Buildings and Structures [in Russian].

3. M. I. Gorbunov-Posadov, “Settlements of foundations on a soil layer underlain by a rock bed” in: Special Scientific-Research Laboratory No. 1 of the Main Administration for Special Construction [in Russian], Stroiizdat, Moscow (1946).

4. K. E. Egorov. “Problem of the deformation of a bed of finite thickness,” Tr. Nauchn.-Issled. Inst. Osn. Podzem. Sooruzh., No. 34, 5–33 (1958).

5. K. E. Egorov, “Stress distribution in a bed of finite thickness,” Tr. Nauchn.-Issled. Inst. Osn. Podzem. Sooruzh., No. 43, 42–63 (1961).

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1. Soil behaviour under load in case of finite thickness;International Review of Applied Sciences and Engineering;2021-03-20

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