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- W2370859313 abstract "The article established the soft and hard interbedded sandstone slope model by using the Midas GTS finite element geotechnical analysis software,to simulate the variation characteristics of internal soil body in excavation slope,and by introducing the seepage into the calculation,it analyzed the stability and influencing factors of slope under the seepage action.Studies have shown that the sliding characteristic of interbedded slope is the soil-body sliding,which cuts the sandstone and then forms the damage;the seepage has a sig-nificant effect on the slope,but the slope stability is insensitive to the infiltration boundary and the infiltration water-head pressure;and the soil-layer thickness has a significant impact on the slope stability." @default.
- W2370859313 created "2016-06-24" @default.
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- W2370859313 date "2013-01-01" @default.
- W2370859313 modified "2023-09-24" @default.
- W2370859313 title "Slope Stability Studies of Soft and Hard Interbedded Sandstones under Seepage Action" @default.
- W2370859313 hasPublicationYear "2013" @default.
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