Risk Assessment on Slope Stability of Beijing-Zhuhai Highway K46

Yong Fen Ruan; Fei Wang; Qi Li; Bing Jin Shi

doi:10.4028/www.scientific.net/AMM.444-445.1015

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 444-445Risk Assessment on Slope Stability of...

Risk Assessment on Slope Stability of Beijing-Zhuhai Highway K46

Abstract:

Based on a large number of statistical analyses on the highway landslide, landslide risk evaluation index system is established. According to expert experience method and analytic hierarchy process (AHP) to determine weights of landslide disaster risk index and vulnerability evaluation index, the fuzzy comprehensive evaluation method is used to analyze landslide hazard dangerousness and vulnerability, also to evaluate potential risk on the right side cutting slop of mountainous highway from Beijing to Zhuhai in section D blocks K46 + 375 to K46 + 500 before the construction is going on, therefore, the targeted slope protection design will be finalized on the analysis results. The research results can enhance the awareness of similar landslide disaster and provide analysis reference for the similar projects in the future.

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Periodical:

Applied Mechanics and Materials (Volumes 444-445)

Pages:

1015-1020

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.444-445.1015

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Online since:

October 2013

Authors:

Yong Fen Ruan, Fei Wang, Qi Li, Bing Jin Shi

Keywords:

Fuzzy Comprehensive Evaluation (FCE), Risk Assessment, Risk Grading, Vulnerability

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References

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