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- W2383327419 abstract "In consideration of the factors influencing the stability of the compound landslide, including the structural surface of main rock faults, concrete anti-slide piles, seepage, nonlinearity of material structure, and earthquake-induced inertial force, the stability and safety of three typical surfaces of the landslide with or without reinforcement by anti-slide piles, on which slip-induced cracks might occur, are calculated under three kinds of load combination by use of the finite element calculation model and the limit equilibrium method for rigid body analysis. The results show that the landslide is in the steady state, but the daily safety monitoring of the landslide should still be emphasized." @default.
- W2383327419 created "2016-06-24" @default.
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- W2383327419 date "2004-01-01" @default.
- W2383327419 modified "2023-09-26" @default.
- W2383327419 title "Stability analysis of No.2 compound landslide on the right tailwater bank of Ankang Hydropower Station" @default.
- W2383327419 hasPublicationYear "2004" @default.
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