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- W2383402603 abstract "The excavation failure modes and stability of the rock and soil interbedded strata was simulated by Midas / GTS,while the relationship between dip angles of rock and soil interbedded strata and excavation failure modes and stability of the slope is analyzed,calculation results show that: the major failure mode of high cutting rock and soil interbedded strata is carrying out along the plane sliding of the layered soil that on the foot of slope,and possiblly slide at the layered soil above the toe of slope firstly; for consequent rock and soil interbedded strata slope,the total safty factor of slope first increases then decreases with dip angle,and the horizontal displacement of excavation has increased first and then decreased,when dip angle is 30°,the total safety factor reaches its minimum value and the horizontal displacement during the excavation reaches its maximum value; the slope excavation influence scope like arc,there is sawtoothmutationat the junction of rock and soil; stability and the excavation deformation of rock interbedded slope are sensitivity to the soil cohesion and the angle of internal friction significantly greater than the strata's." @default.
- W2383402603 created "2016-06-24" @default.
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- W2383402603 date "2015-01-01" @default.
- W2383402603 modified "2023-09-23" @default.
- W2383402603 title "The research on excavation failure modes and stability of high cutting slope of rock and soil interbedded strata" @default.
- W2383402603 hasPublicationYear "2015" @default.
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