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Interaction between a slide-prone soil and piles with consideration of the configuration of the retaining structure
Abstract A computational scheme is proposed for interaction between a slide-prone soil and the piles of single-and two-row retaining structures by the finite-element method. Relationships of the limiting creep pressures on piles situated in a single row and also analysis of the stress-strain state (SSS) of the slide-prone soil on interacting with the piles of two-row retaining structures are presented. A procedure is proposed for analysis of anti-slide pile structures with allowance for their configuration.
Interaction between a slide-prone soil and piles with consideration of the configuration of the retaining structure
Abstract A computational scheme is proposed for interaction between a slide-prone soil and the piles of single-and two-row retaining structures by the finite-element method. Relationships of the limiting creep pressures on piles situated in a single row and also analysis of the stress-strain state (SSS) of the slide-prone soil on interacting with the piles of two-row retaining structures are presented. A procedure is proposed for analysis of anti-slide pile structures with allowance for their configuration.
Interaction between a slide-prone soil and piles with consideration of the configuration of the retaining structure
Matsii, S. I. (author) / Derevenets, F. N. (author)
2007
Article (Journal)
English
Local classification TIB:
770/6545/8000
BKL:
56.20
Ingenieurgeologie, Bodenmechanik
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