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- W2392773937 abstract "Considering the two construction phases of bank slope constructing and soft soil foundation consolidation,the strength reduction finite element method mainly basing on the criterion of uncontrolled displacement at three characteristic nodes is used to analyze the stability of bank slop by using finite element software.Then,the stability increase of bank slope caused by the strength increase of foundation soil is studied.The result shows that the bank slope stability analysis method accords with engineering practice for considering filled soil construction;the stability of bank slope increases because of the strength increase of foundation soil,but the increase amplitude of bank slope stability is smaller than the increase amplitude of foundation soil strength.Therefore,the bank slope stability analysis method more accords with engineering practice with considering the strength increase of foundation soil." @default.
- W2392773937 created "2016-06-24" @default.
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- W2392773937 date "2011-01-01" @default.
- W2392773937 modified "2023-09-28" @default.
- W2392773937 title "Stability Analysis Method of Filled Soil Bank Slope Considering Construction and Consolidation Process of Soft Soil Foundation" @default.
- W2392773937 hasPublicationYear "2011" @default.
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