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- W2354227923 abstract "There were 3kinds of soil types(fine-grained sand,low liquid limit silt and low liquid limit clay)that lied on the central region of Inner Mongolia and three-year-old Caragana microphylla Lam.(the typical plant could conserve soil and water)were choose to study the relationship on the shear and residual characteristics of 3kinds of root-soil composite.The test used the fast direct shear test way in laboratory.The result showed that:In the shallow layer with soil(1.5mdepth),both shear strength and residual strength of 3kinds of root-soil composite was greater than the corresponding value of plain soil strength,as the fine(grain size less than 0.075mm)in the soil increased in proportion,the shear and residual characteristics of 3kinds of root-soil composite increased,the order was:Root-soil complex of low liquid limit clay(fines content was 71.68%)low liquid limit silt(56.58%)fine-grain soil sand(30.56%).For the root-soil composite,the cohesive force and residual cohesive force were also in line with the above law,but internal friction angle and residual internal friction angle values without obvious law(compared with the corresponding plain soil),and decreased with increasing fines content in the soil.The increase of Caragana microphyllaroot raising 3kinds of soil residual strength of growth(5.77%~15.67%) was higher than shear strength of growth(5.62% ~13.21%).It was relevant to the elastic-plastic deformation properties of the root and the root-soil interface friction characteristics.As increasing soil depth, validity of the geotechnical characteristics of Caragana microphyllaroot for improving soil weakened." @default.
- W2354227923 created "2016-06-24" @default.
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- W2354227923 date "2014-01-01" @default.
- W2354227923 modified "2023-09-26" @default.
- W2354227923 title "Effect of Caragana microphylla Roots on Geotechnical Properties of Three Soil Types Under Fast Shear Condition" @default.
- W2354227923 hasPublicationYear "2014" @default.
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