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Settlement and limiting equilibrium of a layer of weak soil underlain by a rigid foundation bed

  • Construction Properties Of Soils
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Soil Mechanics and Foundation Engineering Aims and scope

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Literature cited

  1. A. L. Mindich, "A method of laboratory investigations of bearing capacity of clay soil underlain by a rigid foundation bed," Foundations, Foundation Beds, and Underground Structures [in Russian], Proceedings of the 5th Conference of Young Scientists, NIIOsnovanii (1970).

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Authors
  1. S. S. Vyalov
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  2. A. L. Mindich
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Additional information

The contents of the present paper were published in part in a report by the given authors at the 4th Danube-European Conference (Bled, Yugoslavia, 1974).

Scientific-Research Institute of Foundation Beds and Underground Structures (NIIOsnovanii). Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 6, pp. 14–17, November–December, 1974.

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Vyalov, S.S., Mindich, A.L. Settlement and limiting equilibrium of a layer of weak soil underlain by a rigid foundation bed. Soil Mech Found Eng 11, 381–386 (1974). https://doi.org/10.1007/BF01703809

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  • DOI: https://doi.org/10.1007/BF01703809

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