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Settlements of cast-in-place piles subject to longitudinal wetting of soils prone to slump-type settlement

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Soil Mechanics and Foundation Engineering Aims and scope

Results of field tests of loaded and load-freeexperimental piles cast in soils prone to slump-type settlement and subjected to prolonged wetting, are presented in [1].

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References

  1. A. M. Dzagov and V. F. Sidorchuk, "Stress state of the bed during installation and loading of a castin-place pile in clayey soils," Osn., Fundam. Mekh. Gruntov, No. 3, 10–15 (2002).

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  16. A. A. Grigoryan and I. I.. Khabiuballin, "Experimental investigation of stress propagation in cast-inplace piles of significant size," Osn., Fundam. Mekh. Gruntov, No. 3, 11–13 (1980).

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Authors and Affiliations

  1. N. M. Gersevanov Scientific-Research Institute of Foundations and Underground Structures, Moscow, Russia

    A. M. Dzagov & V. F. Sidorchuk

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  1. A. M. Dzagov
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  2. V. F. Sidorchuk
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Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 5, pp. 12–18, September-October, 2012.

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Dzagov, A.M., Sidorchuk, V.F. Settlements of cast-in-place piles subject to longitudinal wetting of soils prone to slump-type settlement. Soil Mech Found Eng 49, 179–187 (2012). https://doi.org/10.1007/s11204-012-9187-3

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  • DOI: https://doi.org/10.1007/s11204-012-9187-3

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