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Determination of the design resistance of piles for construction in undermined areas

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

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Literature cited

  1. Instructions on the Design of Buildings and Structures in Undermined Areas (SN289-64) [in Russian], Stroiizdat (1965).

  2. V. A. Florin, Principles of Soil Mechanics [in Russian],1, Gosstroiizdat (1959).

  3. B. E. Bronshtein, Quaternary Loams of the Donbas and a Change in Their Properties as a Result of Deformation of the Ground Surface Above Mines, Author's Abstract of Candidate's Dissertation, MGU (1964).

  4. SNiP II-B.5-62, "Pile Foundations of Driven Piles" [in Russian], Gosstroiizdat (1962).

  5. Technical Specifications for the Design of Railroad, Vehicular, and Municipal Bridges (SN 200-62) [in Russian], Transzheldorzdat (1962).

  6. V. G. Berezantsev, Calculation of the Strength of the Support Soil of Structures [in Russian], Gosstroiizdat (1960).

  7. N. I. Bezukhov, Principles of the Theory of Elasticity, Plasticity, and Creep [in Russian], Izd. "Vysshaya shkolav" (1961).

  8. A. Kezdi, Bearing Capacity of Piles [in Russian], Nauchno-tekhnicheskii Byulleten' "Osnovaniya i fundamenty," No. 20 (1957).

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Authors
  1. V. M. Vyrvo
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  2. Z. P. Artemov
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Additional information

Leningrad. Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 2, pp. 22–24, March–April, 1967.

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Vyrvo, V.M., Artemov, Z.P. Determination of the design resistance of piles for construction in undermined areas. Soil Mech Found Eng 4, 112–116 (1967). https://doi.org/10.1007/BF01706509

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  • DOI: https://doi.org/10.1007/BF01706509

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