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- W2353289775 abstract "Direct shear tests under unloading conditions are based on 52 undisturbed soil samples indoor,determination of the shear strength values at different retention time of the unloading soil at different pre-consolidation pressure,the result show that the different pre-consolidation pressure under the status quo-soil unloading,the residence time of the same unloading the shear strength of the soil mass with pre-consolidation pressure increases with increasing soil shear;preconsolidation pressure 200K Paintensity decreases with increasing residence time in the intensity of the 5-7 days of unloading no longer decreased.Test results to study the stability analysis to the high slope of a highway." @default.
- W2353289775 created "2016-06-24" @default.
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- W2353289775 date "2012-01-01" @default.
- W2353289775 modified "2023-09-28" @default.
- W2353289775 title "Variation Regulation of Strength in the Loess Slope Excavation" @default.
- W2353289775 hasPublicationYear "2012" @default.
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