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Analysis of single-pile settlement in saturated soils

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Soil Mechanics and Foundation Engineering Aims and scope

Abstract

The axisymmetric mixed problem of the theory of elasticity and plasticity for description of the initial stress-strain state around a single pile in a saturated bed is solved with consideration given to pore pressure. The bearing capacity of a single pile in saturated soils is evaluated.

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References

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Authors and Affiliations

  1. L. N. Gumilev Eurasian National University, Russia

    A. Zh. Zhusupbekov & A. S. Zhakulin

Authors
  1. A. Zh. Zhusupbekov
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  2. A. S. Zhakulin
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Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 1, pp. 7–10, September–October, 2006.

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Zhusupbekov, A.Z., Zhakulin, A.S. Analysis of single-pile settlement in saturated soils. Soil Mech Found Eng 43, 8–12 (2006). https://doi.org/10.1007/s11204-006-0015-5

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  • DOI: https://doi.org/10.1007/s11204-006-0015-5

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