Investigation of cohesionless soils in a triaxial apparatus with an optical strain measurement system-Reference-Cited by-同舟云学术

Investigation of cohesionless soils in a triaxial apparatus with an optical strain measurement system

Published:1979-05 Issue:3 Volume:16 Page:135-140
ISSN:0038-0741
Container-title:Soil Mechanics and Foundation Engineering
language:en
Short-container-title:Soil Mech Found Eng

Author:

Khristoforov V. S.,Karaganov V. N.

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/BF01710455.pdf

Reference7 articles.

1. S. S. Vyalov, "Settlements and contact pressures of a nonlinear deformable base under a strip load," Osn. Fundam. Mekh. Gruntov, No. 6 (1977).

2. A. L. Kryzhanovskii, A. S. Chevikin, and O. V. Kulikov, "Effectiveness of calculating bases with consideration of nonlinear deformation properties of the soil," Osn. Fundam. Mekh. Gruntov, No. 5 (1975).

3. A. W. Bishop, "Parameters of the shear strength of undisturbed and remolded soil samples," in: Characteristic Laws of Soil Mechanics [Russian translation], Mir, Moscow (1975).

4. M. N. Gol'dshtein, S. S. Babitskaya, G. M. Lomize, A. A. Muzafarov, A. L. Kryzhanovskii, and É. I. Vorontsov, "Deformability and strength of soils," in: Proceedings of the Eighth International Congress on Soil Mechanics and Foundation Engineering [in Russian], Stroiizdat, Moscow (1973).

5. M. V. Malyshev, Yu. K. Zaretskii, V. N. Shirokov, and V. A. Cheremnykh, "Joint action of rigid foundations and a nonlinear deformable base," in: Proceedings of the Eighth International Congress on Soil Mechanics and Foundation Engineering [in Russian], Stroiizdat, Moscow (1973).

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1. Propagation of one-dimensional elastoplastic waves in soils;Journal of Applied Mechanics and Technical Physics;1983