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- W2349656518 abstract "Taking a bedding bank slope including weak interbed in Three Gorges area as an example and through 3D finite element numerical modeling, the influence of weak interbed to bank slope rock mass stress and displacement is studied, is less than as well as displacement characteristics of weak interbed when storage water and storage level 175 m. Numerical modeling results show that: 1) When Three gorges area storage level to 175 m, horizontal displacement will increase 0.097～0.005 m and vertical displacement will increase by 0.055～0.025 m of bank slope rock mass. 2) From outside to inside, horizontal displacement of the fourth weak interbed will increase by 0.099 m, 0.097 m, 0.092 m and 0.075 m. Vertical displacement will increase by 0.080 m, 0.079 m, 0.071 m and 0.057 m. 3) Deformation will be concerted of the fourth weak interbed exceptant bank slope rock mass and weak interbed will be potential, the most dangerous failure plane. 4) The most dangerous shear failure level position is about 145 m, 125 m, 101.5 m and 101.5 m when bank slope failure along different weak interbed." @default.
- W2349656518 created "2016-06-24" @default.
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- W2349656518 date "2004-01-01" @default.
- W2349656518 modified "2023-09-25" @default.
- W2349656518 title "Stress and Displacement Numerical Modeling of Bedding Bank Slope Including Weak Interbed" @default.
- W2349656518 hasPublicationYear "2004" @default.
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