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Rheological properties of plastic frozen soils and determination of settlement of a test plate with time

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Soil Mechanics and Foundation Engineering Aims and scope

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Literature cited

  1. N. N. Maslov, Stability Conditions of Slopes and Embankments at Hydroelectric Plants [in Russian], Gosénergoizdat (1955).

  2. Yu. K. Zaretskii, "Unsteady creep and the strength of frozen ground," in: Summary Reports of the All-Union Conference on Permafrost (Tezisy Dokladov Vsesoyuznogo Soveshchaniya po Merzlotovedeniyu) [in Russian], MGU (1970).

  3. Yu. K. Zaretskii and S. S. Vyalov, "Structural mechanics of clay soils," Osnovaniya, Fundamenty i Mekhan. Gruntov, No. 3 (1971).

  4. S. S. Vyalov, Rheological Properties and Bearning Capacity of Frozen Soils [in Russian], AN SSSR (1959).

  5. G. N. Maksimov, "Dependence of settlement of pile foundations in permafrost on loading and time," in: Collection No. 57 of the Scientific-Research Institute of Foundations and Underground Structures (NIIOsnovanii), Foundations and Foundations Beds [in Russian], Stroiizdat (1967).

  6. V. N. Shirokov, V. I. Solomin, M. V. Malyshev, and Yu. K. Zaretskii, "Stress state and displacement of a ponderable nonlinearly deformed soil half space beneath a rigid circular test plate," Osnovaniya, Fundamenty i Mekhan. Gruntov, No. 1 (1970).

  7. B. P. Popov, "Use of dimensional analysis in experiments with test loads," in: Engineering-Geological Investigations for Hydroelectric Plants (Inzhenerno-Geologicheskie Issledovaniya dlya Gidroénergeticheskogo Stroitel'stva [in Russian], Vol. 2, Gosgeoizdat (1950).

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  1. Yu. K. Zaretskii
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Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 2, pp. 6–9, March–April, 1972.

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Zaretskii, Y.K. Rheological properties of plastic frozen soils and determination of settlement of a test plate with time. Soil Mech Found Eng 9, 81–85 (1972). https://doi.org/10.1007/BF01702891

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  • DOI: https://doi.org/10.1007/BF01702891

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