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- W2387949900 abstract "Given the complicated geological conditions and greater slope instability adversely affecting cutting operation of the high and steep slope of Provinces Road Highway K93 +946~K94 +082,this paper,based on the results of geological investigations,offers an analysis of main factors adversely affecting the slope stability and the use of limit equilibrium method to calculate the safety coefficient of the slope factor.The results show the necessity of subjecting the slope joint fracture to reinforced supports,due to broken rocks and greater slope instability arising from digging operation.The sensitive analysis of the strength parameters,such as landslide density parameters reveals a more sensitivity of shear strength parameters to the impact of slope stability.The study serves as a foundation for the next phase of reinforced design and construction." @default.
- W2387949900 created "2016-06-24" @default.
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- W2387949900 date "2008-01-01" @default.
- W2387949900 modified "2023-09-25" @default.
- W2387949900 title "Evaluation of stability of high and steep slope of rock cut road" @default.
- W2387949900 hasPublicationYear "2008" @default.
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