Relation of Shear Strength Parameters with Saturation of Remolded Unsaturated Cohesive Soil
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Relation of Shear Strength Parameters with Saturation of Remolded Unsaturated Cohesive Soil
Bulletin of Soiland Water ConservationVol. 22, Issue 6, Pages: 19-22(2003)
作者机构:
1. 中南大学,湖南,长沙,410075
2. 湖南科技大学,湖南,湘潭,411201
3. 湖南省交通规划勘察设计院,湖南,长沙,410011
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Published:2003
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XIONG Cheng-ren, LIU Bao-chen, ZHANG Jia-sheng, et al. Relation of Shear Strength Parameters with Saturation of Remolded Unsaturated Cohesive Soil[J]. Bulletin of Soiland Water Conservation, 2003, 22(6): 19-22.
DOI:
XIONG Cheng-ren, LIU Bao-chen, ZHANG Jia-sheng, et al. Relation of Shear Strength Parameters with Saturation of Remolded Unsaturated Cohesive Soil[J]. Bulletin of Soiland Water Conservation, 2003, 22(6): 19-22.DOI:
Relation of Shear Strength Parameters with Saturation of Remolded Unsaturated Cohesive Soil
Saturation is derived from water content and dry density of soil.There are two patterns of varying process of saturation
one is related with variation of moisture state
other is related with density state.There are 23 groups UU triaxial compression tested with experimental specimens in six different moisture states and four density states were conducted according to five classes of surround pressure as 100
200
300
450 and 600 kPa.Experimental results show that shear strength parameters of remolded unsaturated cohesive soil vary regularly in certain extent with saturation
but not available to be presented by one or two simple functions.Cohesion has a strong nonlinear relation with moisture state related saturation and a quasi-linear relation with density state related saturation respectively.Internal friction angle has a strong nonlinear relation with moisture state related saturation and a weak nonlinear relation with density state related saturation respectively.
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