Deformability and strength of soils in calculation of high earth dams

Author:

Rasskazov L. N.,Dzhkha Dzh

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

Reference7 articles.

1. L. N. Rasskazov, “Soil as a dam material,” Gidrotekh. Stroit., No. 8 (1973).

2. L. N. Rasskazov, “Strength condition of soils,” Tr. VODGEO, Moscow, No. 44 (1974).

3. G. M. Lomize and V. G. Fedorov, “Effect of the initial state of skeletal-clay soil on its deformability and strength,” Gidrotekh. Stroit., No. 12 (1975).

4. G. S. Lomize and E. I. Sukhanov, “Effect of intermediate principal stress in the prelimiting and limiting states for different load trajectories,” in: Investigations of Soil Mechanics, Foundations, and Bases [in Russian], Kalmykskoe Gos. Izd., Elista (1974).

5. G. M. Lomize, I. N. Ivashchenko, and M. N. Zakharov, “Experimetnal investigation of the effect of rotation of the stress field on the stress-strain state of clay,” in: Problems of Soil Mechanics and Construction of Loess Foundations [in Russian], Chechno-Ingushskoe Knizhnoe Izd., Groznyi (1970).

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2. Estimation of the reliability of a high earth-rock dam;Hydrotechnical Construction;1986-12

3. Deformability of rock-free soils;Soil Mechanics and Foundation Engineering;1981-09

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