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- W2367702900 abstract "Aiming at the defects that lateral pressure coefficient,K0,is mostly assumed to be constant by engineering experience in practice,systemic tests of K0 consolidation on two kinds of Ningming unsaturated expansive soil using GDS triaxial apparatus were carried out.The results indicate that K0 is a function of water content and confining pressure.For the same kind of soil,K0 increases approximatively linearly with confining pressure,but nonlinearly with water content,the increase rate of which is small at the low water content(w≤18%),but changes large with water content higher than 18%.On the basis of these,the law of K0 changing with the water content under different confining pressure was analyzed.A function expression of K0 changing with the water content and confining pressure,fitted by Origin 7.5 software when setting K0=1.0 while the water content reaches the liquid limit,was established.This provides some parameters to establish practical constitutive models for Ningming unsaturated expansive soil." @default.
- W2367702900 created "2016-06-24" @default.
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- W2367702900 date "2009-01-01" @default.
- W2367702900 modified "2023-09-22" @default.
- W2367702900 title "Lateral pressure coefficient of Ningming unsaturated expansive soil" @default.
- W2367702900 hasPublicationYear "2009" @default.
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