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Computing the lateral load on piles and pile groups from the model of a linearly deformable half space

  • Soil Mechanics
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Soil Mechanics and Foundation Engineering Aims and scope

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Literature cited

  1. S. N. Levachev, V. G. Fedorovskii, Yu. M. Kolesnikov, and S. V. Kurillo, Design of Pile Beds for Hydraulic Structures [in Russian], Energoatomizdat, Moscow (1986).

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  6. M. I. Gorbunov-Posadov, A. B. Ogranovich, and L. N. Repnikov, “Design of in-ground structures with allowance for disturbances in bed continuity,” Proceedings of the Eighth International Congress on Soil Mechanics and Foundation Engineering [in Russian], Stroiizdat, Moscow (1969), pp. 151–158.

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All-Union Scientific-Research Institute of Bases and Underground Structures. Moscow Civil-Engineering Institute. Moscow Automotive Engineering Institute. Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 4, pp. 20–23, July–August, 1988.

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Fedorovskii, V.G., Kurillo, S.V. & Kulakov, N.A. Computing the lateral load on piles and pile groups from the model of a linearly deformable half space. Soil Mech Found Eng 25, 166–172 (1988). https://doi.org/10.1007/BF01709229

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  • DOI: https://doi.org/10.1007/BF01709229

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