Rational soil model in calculations of fills in a two-and three-dimensional formulation

Author:

Kryzhanovskii A. L.,Zaziyants V. A.,Gul'ko E. 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

Reference12 articles.

1. M. V. Malyshev, Yu. K. Zaretskii, V. N. Shirokov, and V. A. Cheremnykh, “Interaction of rigid foundations and a nonlinear deformable bed,” in: Transactions of the 8th International Congress on Soil Mechanics and Foundation Engineering [in Russian], Stroiizdat, Moscow (1973).

2. A. L. Kryzhanovskii, A. S. Chevikin, and O. V. Kulikov, “Evaluation of the effectiveness of calculating foundations of structures with reflection of the nonlinear deformation properties of soils,” Osnovaniya, Fundamenty i Mekhan, Gruntov, No. 5 (1975).

3. L. N. Rasskazov and M. V. Vitenberg, “Stress-strain state of earth dams and their stability” Trudy Inst. VODGEO, Gidrotekhnika, No. 34 (1972).

4. A. L. Kryzhanovskii, A. S. Chevikin, E. G. Pikus, and M. M. Pashchenko, “Analysis of the effect of the main characteristics of the deformation behavior of soils on the stress-strain state of earth dams,” in Transactions of the 8th International Congress on Soil Mechanics and Foundation Engineering [in Russian] Stroiizdat, Moscow (1973).

5. G. M. Lomize, A. L. Kryzhanovskii, and É. I. Vorontsov, “Investigation of the characteristics of the deformation and strength of soils in a three-dimensional stress condition,” in: Transactions of the 8th International Congress on Soil Mechanics and Foundation Engineering [in Russian], Stroiizdat, Moscow (1969).

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