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- W2369877663 abstract "In recent years,with the construction of the expresswaysl,arge-scale hydro projects and deep foundation pit projects,accidents arising from cut are more and more serious,especially in West of China,where ground surface is mostly covered with colluvial soils,and the human activity has already become the main inducing factor on geologic hazard.In order to understand the fundamental mechanism of cut-induced landslides in colluvial slope and to clarify some important characteristics of slope,in-situ cut tests and synthetic field monitoring method were carried out on a typical colluvial slope in Guizhou Province,China.The results demonstrate that most of accumulation landslides caused by cut are shallow drawing slope failures.The deformed zone lies within the top soil layer of 4 m,the deformation amount of slope surface is the biggest,and the deformation form is relaxation,which is reduced from the top to deep part of slope gradually.The alert height of the free face is 3 m in such slope.When the free face exceeds 3 m,proper protecting measures are necessary.Under the influence of strong rainfall,the uncovered colluvial slope after cut easily leads to collapse accident." @default.
- W2369877663 created "2016-06-24" @default.
- W2369877663 creator A5036522374 @default.
- W2369877663 date "2006-01-01" @default.
- W2369877663 modified "2023-09-24" @default.
- W2369877663 title "STUDY ON IN-SITU MONITORING OF CUT TESTS ON A WELL-INSTRUMENTED COLLUVIAL SLOPE" @default.
- W2369877663 hasPublicationYear "2006" @default.
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