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Interaction between a slide-prone soil and piles with consideration of the configuration of the retaining structure

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Soil Mechanics and Foundation Engineering Aims and scope

Abstract

A computational scheme is proposed for interaction between a slide-prone soil and the piles of single-and two-row retaining structures by the finite-element method. Relationships of the limiting creep pressures on piles situated in a single row and also analysis of the stress-strain state (SSS) of the slide-prone soil on interacting with the piles of two-row retaining structures are presented. A procedure is proposed for analysis of anti-slide pile structures with allowance for their configuration.

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References

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Authors and Affiliations

  1. Kuban’ State Agricultural University, Russia

    S. I. Matsii & F. N. Derevenets

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  1. S. I. Matsii
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  2. F. N. Derevenets
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Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 2, pp. 8–12, March–April, 2007.

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Matsii, S.I., Derevenets, F.N. Interaction between a slide-prone soil and piles with consideration of the configuration of the retaining structure. Soil Mech Found Eng 44, 49–55 (2007). https://doi.org/10.1007/s11204-007-0009-y

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  • DOI: https://doi.org/10.1007/s11204-007-0009-y

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