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- W2351795529 abstract "In this paper the shear displacement method is extended to analyze the nonlinear interaction of pile-soil,and the analytic basic of the nonlinear interaction pile-soil are obtained with the hyperbolic model of shear stress-strain relation of soil respectively.The elastic theoy is used in this essay,the static model of foundation pile on semi-infinite body is established,and the equation of static analysis of vertical-load-bearing piles is given.It is shown that the results of the method are in agreement with that of the other reported." @default.
- W2351795529 created "2016-06-24" @default.
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- W2351795529 date "2009-01-01" @default.
- W2351795529 modified "2023-09-25" @default.
- W2351795529 title "Static Analysis of Vertical-load-bearing Piles in Consideration of Nonlinear Interaction of Pile-soil" @default.
- W2351795529 hasPublicationYear "2009" @default.
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