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- W2351540908 abstract "For the progressive failure landslide,the whole slope failure probability cannot reflect the internal failure development,while calculating the failure probability of every slice based on the slope progressive failure random principle can solve this problem effectively.Taking Zaozishuping landslide in Badong Couonty for example,this paper takes every single slope slice as the study object and calculates the safety margin and failure probability of every slice under different conditions on the basis of progressive failure model and Monte Carlo probability principle.The calculation results indicate that the failure probability of slices is different from each other under whatever conditions and the fluctuation of rainfall and reservoir water level will change the state of slice stability.Comparing the reservoir water level condition of 145 m and 175 m indicates that the failure probability of the front and trialing part are both declined,while the middle part is basicaly unchanged,so the whole stability is increased.Under the condition of 145 m reservoir water level and 50-year return period rainfall,the stability of almost every slice becomes worse and the slope fails from the front edge of landslide.The comparison of the progressive failure and whole failure probability shows that the former method can better reflect the slope stability state and it can contribute to the monitoring and prevention work of landslide." @default.
- W2351540908 created "2016-06-24" @default.
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- W2351540908 date "2011-01-01" @default.
- W2351540908 modified "2023-09-27" @default.
- W2351540908 title "Analysis and Application of the Failure Probability of Progressive Failure Landslide" @default.
- W2351540908 hasPublicationYear "2011" @default.
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