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• W2364343313 abstract "By introducing the hyperbola model to characterize the nonlinear interaction between the soil and the soilcement retaining wall,assuming the wall as a rigid body and considering the effect of shearing and overturning resistance of its weight and the soil below the wall,a set of nonlinear equations to express its balance are presented,and solved by converting them into a corresponding extremum problemThe results illustrate that:the horizontal displacement vscutting depth curve by the hyperbola model is basically similar to that by linearity model, but the horizontal displacement solved by the former is greater,and the difference between the distributions of soil pressure solved by the models becomes greater with the cutting depth, that is, the effect of soil nonlinearity is obvious" @default.
• W2364343313 created "2016-06-24" @default.
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• W2364343313 date "2003-01-01" @default.
• W2364343313 modified "2023-09-23" @default.
• W2364343313 title "Effect of Soil Nonlinearity on Horizontal Displacement of Soil-cement Retaining Wall" @default.
• W2364343313 hasPublicationYear "2003" @default.
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