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Behavior of compacted granular materials in intermediate layers of a 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. B. I. Kogan, "The axisymmetric problem of elasticity theory for a multilayered half space," Izv. Akad. Nauk SSSR, Otdelenie Tekhnicheskikh Nauk, No. 6 (1958).

  2. M. Reiner, Rheology [in Russian], Nauka (1965).

  3. M. N. Gol'dshtein, The Mechanical Properties of Soils [in Russian], Gosstroiizdat (1952).

  4. P. W. Rove, "The stress-dilatancy relation for static equilibrium of an assembly of particles in contact, Proceedings of the Royal Society, London, Ser. A,269, 1338 (1962).

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  5. B. S. Radovskii, Distribution of Stresses in a Model of Nonrigid Road Surfacing [in Russian], Trudy Soyuzdornii, No. 13 (1966).

  6. I. I. Kandaurov, The Mechanics of Granular Media and Its Application in Construction Work [in Russian], Stroiizdat (1966).

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Leningrad. Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 2, pp. 13–15, March–April, 1972.

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Krivisskii, A.M., Telyaev, P.I. & Radovskii, B.S. Behavior of compacted granular materials in intermediate layers of a foundation bed. Soil Mech Found Eng 9, 92–94 (1972). https://doi.org/10.1007/BF01702894

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  • DOI: https://doi.org/10.1007/BF01702894

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