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Analysis of elastic pile bents allowing for interaction between the piles

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Soil Mechanics and Foundation Engineering Aims and scope

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Literature cited

  1. L. V. Mazurenko, Statical Analysis of Structures with Elastic Pile Bents [in Russian], Gidrotekhnicheskoe Stroitel'stvo, No. 12 (1966).

  2. B. L. Fayans, Analysis of Rectangular Slabs on Heterogeneous Foundations [in Russian], Synopsis of Candidate Thesis, NII Osnovanii (1967).

  3. V. A. Barvashov, Computer Analysis for Settlement of Piles Due to a Vertical Load and Determination of Soil Displacements around the Pile [in Russian] Foundation Beds, Footings and the Underground Structures, Proceedings of the Third Scientific and Engineering Conference of Young Scientific Workers NII Osnovanii (1967).

  4. V. A. Barvashov, A Method of Analysis of Rigid Pile Bent with Allowance for the Interaction of Piles [in Russian], Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 3 (1968).

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Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 1, pp. 35–37, January–February, 1969.

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Barvashov, V.A., Fayans, B.L. Analysis of elastic pile bents allowing for interaction between the piles. Soil Mech Found Eng 6, 60–65 (1969). https://doi.org/10.1007/BF01704009

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  • DOI: https://doi.org/10.1007/BF01704009

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