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Three-dimensional contact problem for an absolutely rigid plate on a saturated bed
Abstract A method is proposed for the long-term numerical prediction of the settlement and tilt of a foundation of high bending stiffness and large area and the reactive pressure beneath its lower surface with allowance for the spatial conditions of its combined functioning with a nonuniform saturated consolidating bed and arbitrary combined-loading regime. The method is based on solution of the basic equation of the consolidation of a quasi-linearly deformable three-phase soil medium in V. A. Florin's statement by the finite-difference method. Computational results are presented.
Three-dimensional contact problem for an absolutely rigid plate on a saturated bed
Abstract A method is proposed for the long-term numerical prediction of the settlement and tilt of a foundation of high bending stiffness and large area and the reactive pressure beneath its lower surface with allowance for the spatial conditions of its combined functioning with a nonuniform saturated consolidating bed and arbitrary combined-loading regime. The method is based on solution of the basic equation of the consolidation of a quasi-linearly deformable three-phase soil medium in V. A. Florin's statement by the finite-difference method. Computational results are presented.
Three-dimensional contact problem for an absolutely rigid plate on a saturated bed
Gitin, D. I. (author)
1994
Article (Journal)
English
Local classification TIB:
770/6545/8000
BKL:
56.20
Ingenieurgeologie, Bodenmechanik
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