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Regulation of the Stress-Strain State of Combined Strip Pile Foundation Beds

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Soil Mechanics and Foundation Engineering Aims and scope

A way is examined of creating a specified stress-strain state in a pile foundation soil bed by pre-stressing the soil mass. Dependencies are presented for soil bed deformability and settlement on process parameters of bed pre-stressing by a combined foundation and the degree of its loading. The efficiency of pre-stressing to regulate foundation settlement is determined.

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Authors and Affiliations

  1. Tyumen’ State Architectural and Civil Engineering University, Tyumen’, Russia

    Ya. A. Pronozin, M. A. Stepanov & D. V. Volosyuk

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  1. Ya. A. Pronozin
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  2. M. A. Stepanov
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  3. D. V. Volosyuk
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Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 3, pp. 16-20, May-June, 2016.

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Pronozin, Y.A., Stepanov, M.A. & Volosyuk, D.V. Regulation of the Stress-Strain State of Combined Strip Pile Foundation Beds. Soil Mech Found Eng 53, 174–179 (2016). https://doi.org/10.1007/s11204-016-9382-8

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  • DOI: https://doi.org/10.1007/s11204-016-9382-8

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