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Prediction of slump-type settlement of soil when flooded through a deep source small in plan

  • Construction Under Special Soil Conditions
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Soil Mechanics and Foundation Engineering Aims and scope

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Literature cited

  1. Instruction on the Compaction of Soil Prone to Slump-Type Settiement by Preflooding [in Russian], Stroiizdat (1965).

  2. Gulde to the Designing of Bases and Foundations and Structures on Soils Prone to Slump-Type Settlement [in Russian], Stroiizdat (1964).

  3. N. Ya. Denlsov, Construction Properties of Loess and Loess-like Loams [in Russian], Gosstroiizdat (1953).

  4. A. A. Mustafaev, "Calculation of slump-type settlement of loess soils under conditions of natural stress," in: Problems of Strength and Deformability of Soils [in Russian], Azerbaidzhan, Gosudarstven. Izdatel'stvo (1966).

  5. N. A. Tsytovich, Soil Mechanics [in Russian], Gosstroiizdat (1963).

  6. B. P. Gorbunov and V. M. Margolin, "Calculation of the radii of stabilization when injecting stabilizers into non-water-bearing soils," Osnovaniya, Fundamenty i Mekhan. Gruntov, No. 3 (1967).

  7. E. A. Gavrashenko, Generalized Janssen Theory and Its Application [in Russian], Izd-vo AzIS (1939).

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Authors
  1. A. A. Grigoryan
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  2. Yu. K. Ivanov
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Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 6, pp. 31–34, November–December, 1968.

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Grigoryan, A.A., Ivanov, Y.K. Prediction of slump-type settlement of soil when flooded through a deep source small in plan. Soil Mech Found Eng 5, 440–445 (1968). https://doi.org/10.1007/BF01707094

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  • DOI: https://doi.org/10.1007/BF01707094

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