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Stress-strain state of a sandy bed with a compressible layer of variable thickness

  • Soil Mechanics
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Soil Mechanics and Foundation Engineering Aims and scope

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Literature cited

  1. Ya. S. Mysholivskii and M. F. Klopetskii, "Experimental investigation of a soil bed on a rigid underlying layer," Osn., Fundam. Mekh. Gruntov, No. 4, 21–23 (1975).

  2. D. A. Milyukov, Experimental investigation of the performance of a foundation beam on a stepped bed: Material presented at the All-Union Conference [in Russian], Kiev (1971), pp. 425–427.

  3. I. A. Onopa and V. G. Fedorovskii, "Settlements and tilting of a rectangular plate on a tapered bed," Izv. Vyssh. Uchebn. Zaved., Stroit. Arkhit., No. 12, 47–50 (1984).

  4. A. S. Kananyan, Experimental investigation of the stability of a bed of finite thickness, Proceedings of the Scientific-Research Institute of Bases and Underground Structures [in Russian], No. 61 (1971), pp. 19–32.

  5. S. V. Dovnarovich, "Deformation of the rigid underlying layers of a soil with a different layer thickness," Osn., Fundam. Mekh. Gruntov, No. 5, 40–42 (1975).

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  7. I. A. Onopa, "Results of the experimental investigation of the stress-strain state of a foundation bed with a compressible layer of variable thickness," Proceedings of the Scientific-Research Institute of Bases and Underground Structures [in Russian], No. 80 (1983), pp. 26–32.

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Authors
  1. I. A. Onopa
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  2. A. S. Kananyan
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Additional information

Scientific-Research Institute of Bases and Underground Structures. Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 4, pp. 23–25, July–August, 1987.

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Onopa, I.A., Kananyan, A.S. Stress-strain state of a sandy bed with a compressible layer of variable thickness. Soil Mech Found Eng 24, 165–169 (1987). https://doi.org/10.1007/BF01716870

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  • DOI: https://doi.org/10.1007/BF01716870

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