Experimental study of the mechanisms of deformability and flow of soil under conditions of the two-dimensional boundary-value problem with respect to strains
At the Construction Projects of the Five-Year Plan
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Experimental Study Energy Source Power Generation Power Engineer Renewable Energy Source
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Literature Cited
- 1.Proceedings of the 8th International Congress on Soil Mechanics and Foundation Engineering. Main Session [in Russian], Stroiizdat, Moscow (1973).Google Scholar
- 2.G. M. Lomize (editor), Investigations in Soil Mechanics of Foundations. Part I. Investigations of Soil Mechanics [in Russian], Izd. Kalmytskogo Gosuniversiteta (1974).Google Scholar
- 3.G. M. Lomize, “Strength and deformability of soils in the cores of high-head dams and foundations of hydraulic structures,” Gidrotekh. Stroitel'., No. 8 (1973).Google Scholar
- 4.G. M. Lomize and E. I. Sukhanov, “Laws governing the flow of soils that have failed under loading,” Gidrotekh. Stroitel'., No. 6 (1974).Google Scholar
- 5.G. M. Lomize and V. G. Fedorov, “Effect of the initial state of skeletal-clay soil on its deformability and strength,” Gidrotekh. Stroitel'., No. 12, (1975).Google Scholar
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© American Society of Civil Engineers 1976