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Slump-like deformation of loess soils acted on by simulated earthquakes

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

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Literature cited

  1. D. D. Barkan, Dynamics of Bases and Foundations [in Russian], Stroivoenmorizdat (1948).

  2. G. A. Mavlyanov, A. I. Islamov, M. Z. Nazarov, and S. M. Kasymov, "Scheme of increment of seismic intensity in Uzbekistan versus the engineering-geological conditions," in: Questions of Regional Seismicity in Central Asia [in Russian], Ilim, Frunze (1964).

  3. N. N. Maslov, Conditions for Stability of Water-Saturated Sands [in Russian], Gosenergoizdat (1959).

  4. S. V. Medvedev, Engineering Seismology [in Russian], Gosstroiizdat (1962).

  5. A. A. Musaelyan, Kh, Mirzobaev, and A. Avakyanu, "Engineering-geological microzoning of Tadzhikistan as a basis for seismic zoning," in: Questions of Regional Seismicity in Central Asia [in Russian], Ilim, Frunze (1964).

  6. A. A. Nichiporovich and V. G. Mel'nik, "Stability of dams of local materials under dynamic actions," Report to International Symposium on Soil Dynamics (July, 1967, Albuquerque, USA) (1967).

  7. O. A. Savinov, Contemporary Constructions of Foundations under Machines and their Design [in Russian], Stroiizdat (1964).

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Authors
  1. I. G. Rabinovich
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Additional information

Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 4, pp. 24–26, July–August, 1971.

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Rabinovich, I.G. Slump-like deformation of loess soils acted on by simulated earthquakes. Soil Mech Found Eng 8, 273–276 (1971). https://doi.org/10.1007/BF01702701

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  • DOI: https://doi.org/10.1007/BF01702701

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