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Design of pliable foundations on mined areas taking into account speed of horizontal deformations

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

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Literature cited

  1. Instructions for Planning Buildings and Structures in Mined Territories (SN 289–64) [in Russian], Stroiizdat (1965).

  2. Manual for Design of Buildings and Structures Planned in Mined Territories [in Russian], Stroiizdat (1968).

  3. A. I. Yushin, Reserves of Reduction of Forces in the Belt above the Sliding Joint in Designing for Horizontal Deformations [in Russian], Sn. VNIMI, No. 61 (1966).

  4. A. I. Yushin and G. V. Troitskii, "Investigation of properties of plastic materials used for sliding joints in foundations of buildings in mined territories," in: Sb. NIIosnovanii Osnovaniya, Fundamenty i Mekhan. Gruntov, No. 61, Stroiizdat (1971).

  5. VNIMI, Displacement of Rocks and of the Earth Surface [in Russian], Ugletekhizdat (1958).

  6. A. N. Medyantsev, Maximum Deformation of the Earth Surface [in Russian], Sb. Trudov, VNIMI, No. 50 (1963).

  7. VNIMI, Rules for Protecting Structures and Natural Objects from the Harmful Effect of Underground Mining in the Donets Coal Basin [in Russian] (1960).

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Authors
  1. A. I. Yushin
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Additional information

Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 6, pp. 18–20, November–December, 1971.

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Yushin, A.I. Design of pliable foundations on mined areas taking into account speed of horizontal deformations. Soil Mech Found Eng 8, 411–414 (1971). https://doi.org/10.1007/BF01705221

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  • DOI: https://doi.org/10.1007/BF01705221

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