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河北省非饱和土含水量与抗剪强度参数关系的试验研究
引用本文:刘熙媛,樊申,窦远明,梁方. 河北省非饱和土含水量与抗剪强度参数关系的试验研究[J]. 河北工业大学学报, 2006, 35(3): 96-99
作者姓名:刘熙媛  樊申  窦远明  梁方
作者单位:河北工业大学,土木工程学院,天津,300132;河北工业大学,土木工程学院,天津,300132;河北工业大学,土木工程学院,天津,300132;河北工业大学,土木工程学院,天津,300132
基金项目:河北省自然科学基金(E2004000020)
摘    要:以河北省非饱和原状土和重塑土为对象,采用常规三轴不固结不排水试验,对不同含水量土样的抗剪强度参数进行了测定,探究土样含水量与抗剪强度参数的关系.证明了含水量对非饱和土的粘聚力有较大的影响,而与内摩擦角的关系不明显,并且内摩擦角有随含水量增加而减小的趋势.这一研究成果加深了工程师对非饱和土的认识,方便了非饱和土研究在工程中的应用.

关 键 词:非饱和土  含水量  抗剪强度参数
文章编号:1007-2373(2006)03-0096-04
修稿时间:2005-11-28

Experiment Study on the Relationship between Water Content and Shear Strength Parameters of Unsaturated Soil in Hebei Province
LIU Xi-yuan,FAN Shen,DOU Yuan-ming,LIANG Fang. Experiment Study on the Relationship between Water Content and Shear Strength Parameters of Unsaturated Soil in Hebei Province[J]. Journal of Hebei University of Technology, 2006, 35(3): 96-99
Authors:LIU Xi-yuan  FAN Shen  DOU Yuan-ming  LIANG Fang
Abstract:By unconsolidated-undrained triaxial tests of unsaturated soil with remolded soil samples and undisturbed soil samples in Hebei province, relationship between water content andshearstrength parameters of unsaturated soilisstudied. The results show that the change of water content has great effect on cohesion but little on inner frictional angle, which has decreased trend with the increase of water content of unsaturated soil. The relationship enhances our cognition on un- saturated soil and makes it easier for engineers to apply the study results of unsaturated soil to engineering practice.
Keywords:unsaturated soil  water content  shear strength parameter
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