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Feasibility of pile-shell foundations with prestressed soil beds

  • Soil Mechanics
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Soil Mechanics and Foundation Engineering Aims and scope

Interaction between a large-scale model of a combined pile-shell foundation with a clayey soil bed is examined under field conditions. The influence exerted on the change in the stress-strain state of the soil bed by prestressing of the soil after pressing of the under-shell space and an increase in external load is described

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References

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Authors and Affiliations

  1. Moscow State Civil-Engineering University, Moscow, Russia

    Z. G. Ter-Martirosyan, Ya. A. Pronozin & M. A. Stepanov

  2. Tyumen’ State Architectural and Civil-Engineering University, Tyumen’, Russia

    Z. G. Ter-Martirosyan, Ya. A. Pronozin & M. A. Stepanov

Authors
  1. Z. G. Ter-Martirosyan
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  2. Ya. A. Pronozin
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  3. M. A. Stepanov
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Additional information

Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 4, pp. 2-5, July-August, 2012.

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Ter-Martirosyan, Z.G., Pronozin, Y.A. & Stepanov, M.A. Feasibility of pile-shell foundations with prestressed soil beds. Soil Mech Found Eng 49, 119–123 (2012). https://doi.org/10.1007/s11204-012-9178-4

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  • DOI: https://doi.org/10.1007/s11204-012-9178-4

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