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- W2360640511 abstract "To study the stability of natural sand embankment slope covered with cohesive soil layer,the mode and the mechanism of sand embankment slope failure were analyzed.The position of sliding surface was found out through the laboratory model test,and a new formula to determine the stability factor of sand-filled embankment slope was developed accordingly.It is found that(1) the cohesive soil cover layer can make the shallow sliding surface move toward inside of embankment;(2) when the foundation is in good condition,the slide line of the passive wedge is a slash though the foot of cohesive soil layer,the slide line of the active wedge is a slash in the embankment filling.Two slide lines form the broken line in two slide surfaces.Cohesive soil with higher shear strength is more suitable to be chosen as cover layer material.At the same time,the quality of soil compaction is very important." @default.
- W2360640511 created "2016-06-24" @default.
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- W2360640511 date "2009-01-01" @default.
- W2360640511 modified "2023-09-26" @default.
- W2360640511 title "Study on Stability of Sand-filled Embankment Slope with Cover Layer" @default.
- W2360640511 hasPublicationYear "2009" @default.
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