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- W2347341795 abstract "The stability of ancient landslide is stable under natural condition.But there are many unstable slopes in front of the landslide.Then,four computing schemes under natural condition,natural and seismic condition,saturated condition,saturated and seismic condition are designed.Furthermore,restoration of terrain,natural terrain without road excavation and natural terrain with road excavation are respectively calculated and analyzed by finite element strength reduction method and limit equilibrium method.Based on these,the safety factor under natural,earthquake and rainfall condition can not reach the requirement.Therefore,the strength disposing measure of unloading and plate anchor retaining wall is presented according to the analysis." @default.
- W2347341795 created "2016-06-24" @default.
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- W2347341795 date "2009-01-01" @default.
- W2347341795 modified "2023-09-25" @default.
- W2347341795 title "Stability Evaluation of the Front Slope of an Ancient Landslide" @default.
- W2347341795 hasPublicationYear "2009" @default.
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