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- W2385235176 abstract "The emergency treatment projects of the major geological hazards induced by Wenchuan earthquake are in progress,the unstable rock mass as one of the priorities,get by a considerable degree of attention,and its stability analysis is important index of hazards treatment.In this paper,based on the conditions of the fissure water pressure on the slip-collapse unstable rock mass,the stability has been studied under the conditions of different earthquake magnitudes,different slope height,different slope angle,different dip,and different safety coefficients in different physical and mechanical parameters of structure surface.The analysis results show that the decreasing order of the sensitivity factors of influential stability is slope height,angle of internal friction, slope angle,dip,earthquake,cohesion.The results have a certain practical significance for the geological hazards emergency investigation and design induced by Wenchuan earthquake." @default.
- W2385235176 created "2016-06-24" @default.
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- W2385235176 date "2011-01-01" @default.
- W2385235176 modified "2023-09-27" @default.
- W2385235176 title "Sensitivity Analysis on Influential Factors of Slip-Collapse Unstable Rock Mass Stability" @default.
- W2385235176 hasPublicationYear "2011" @default.
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