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- W2394366651 abstract "Based on the unsaturated soil strength theory and limit equilibrium method,this paper obtains the calculating formulae for the roadbed stability under the effect of seepage force of rain.The roadbed stability under definite strength and duration of rain is transformed into the roadbed stability under the seepage force in corresponding seepage depth.The influences of the seepage depth on the roadbed stability and causes are analyzed by introducing the seepage depth into the calculating formulae for safety coefficient and deriving the seepage depth dependent on the safety coefficient.Finally the influences of rain on roadbed stability are discussed via the specific calculation examples." @default.
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- W2394366651 date "2009-01-01" @default.
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- W2394366651 title "Analysis of Roadbed Stability after Rain Seepage Based on Unsaturated Soil Theory" @default.
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