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Compressible sequence at the base of foundations in soils with a strain modulus increasing with depth

  • Soil Mechanics
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Soil Mechanics and Foundation Engineering Aims and scope

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Literature cited

  1. Construction Specifications and Regulations (SNiP) II-B.1-62*: Foundation Beds of Buildings and Other Structures [in Russian], Stroiizdat (1964).

  2. V. B. Shvets, Residual Soils as Foundation Beds for Construction [in Russian], Stroiizdat (1964).

  3. V. B. Shvets and G. B. Kul'chitskii, "Experimental studies on the depth of the compressible sequence of foundation beds beneath the base of a test plate," Osnovaniya, Fundamenty i Mekhan. Gruntov, No. 1 (1970).

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  4. P. A. Konovalov, "Experimental investigation of the depth of the compressible sequence of soil," in Foundations, Foundation Beds, and Underground Construction [in Russian], Transactions of the 1st Scientific and Technological Conference of Young Scientific Workers of the Scientific-Research Institute for Foundations, Stroiizdat (1967).

  5. G. B. Kul'chitskii, Experimental and Theoretical Investigation of the Compressibility of Residual Coarse-Fragmental Soils [in Russian], Author's abstract of Candidate's Dissertation, Sverdlovsk (1969).

  6. A. P. Pochaevets, "Development of the zone of deformation in soil beneath a foundation," in Foundations, Foundation Beds, and Underground Construction [in Russian], Transactions of the 1st Scientific and Technological Conference of Young Scientific Workers of the Scientific-Research Institute for Foundations, Stroiizdat (1967).

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Sverdlovsk. Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 4, pp. 11–12, July–August, 1971.

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Kul'chitskii, G.B. Compressible sequence at the base of foundations in soils with a strain modulus increasing with depth. Soil Mech Found Eng 8, 249–252 (1971). https://doi.org/10.1007/BF01702695

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  • DOI: https://doi.org/10.1007/BF01702695

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