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- W2354622113 abstract "The influence of four main physical parameters of soil properties including elastic modulus,Poisson's ratio,internal friction angle and cohesion on foundation pit deformation such as horizontal displacement of retaining wall,maximum bottom heave,and maximum ground subsidence are studied in this paper through orthogonal test.By orthogonal design,256 FLAC3D numerical experiments were simplified to 16 experiments.Then these 16 conditions are separately calculated using FLAC3D three-dimensional finite difference software and the deformation effect of foundation pit under each condition is obtained.The weight of each parameter in the influence of pit deformation is obtained from orthogonal test.This paper provides guidance for the support design and prediction of foundation pit engineering and also provides basis for inversion of soil parameters." @default.
- W2354622113 created "2016-06-24" @default.
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- W2354622113 date "2011-01-01" @default.
- W2354622113 modified "2023-09-24" @default.
- W2354622113 title "Experimental Study on the Influence of Soil Parameters on Foundation Pit Deformation" @default.
- W2354622113 hasPublicationYear "2011" @default.
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