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- W2364247702 abstract "Based on the supposition for strain state mode of soil in active region behind wall, a nonlinear earth pressure computing formula considering retaining wall deformation is proposed, in which the unloading stress strain relationship obtained from unloading stress path laboratory tests simulating soil response in active region at back of wall is adopted. The characteristic of the formula, physical meaning of parameters and methods for obtaining them are discussed. A simple example is calculated using this nonlinear earth pressure method. The calculation results are quite satisfied, which include nonlinear relationship between earth pressure and deformation of wall, nonlinear distribution of earth pressure along depth, and deformation of wall for soil behind it reaching active limit state in different depths. It shows the rationality, feasibility and applicability of the nonlinear earth pressure method proposed in this paper." @default.
- W2364247702 created "2016-06-24" @default.
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- W2364247702 date "2004-01-01" @default.
- W2364247702 modified "2023-09-27" @default.
- W2364247702 title "A nonlinear earth pressure method for deep excavation considering deformation of retaining wall" @default.
- W2364247702 hasPublicationYear "2004" @default.
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