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- W2356837421 abstract "Based on elasto-plastic damaged constitutive models and Mohr-Coulomb elasto-plastic constitutive models,the finite element method was adopted to analysis the floating piles' working behavior in foundation pit excavating with reinforced passive region or not.In modeling,the contact element was taken to emulate the state of stress and deformation of soil around the pile.The result indicates: with passive soil region reinforced,the deformation of the pile can be minished while plastic strain increases a little.Therefore,the soil in the passive region should be reinforced in order to restrain the bad effects of foundation pit excavating." @default.
- W2356837421 created "2016-06-24" @default.
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- W2356837421 date "2009-01-01" @default.
- W2356837421 modified "2023-09-23" @default.
- W2356837421 title "RESEARCH ON THE EFFECT OF FLOATING PILE WORKING BEHAVIOR IN FOUNDATION PIT EXCAVATING WITH REINFORCED PASSIVE SOIL REGION" @default.
- W2356837421 hasPublicationYear "2009" @default.
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