江西科学Issue(1)：110-114,5.DOI:10.13990/j.issn1001-3679.2016.01.024
非饱和土抗剪强度特性试验研究
Experimental Study on Shear Strength Characteristics on the Shear Strength of Unsaturated Clay
金涵杰 1刘继状2
作者信息
- 1. 浙江工业大学国际学院，310032，杭州
- 2. 浙江建设职业技术学院，311231，杭州
- 折叠
摘要
Abstract
All soils above the underground water level is the unsaturated soil,the mechanics proper-ties of unsaturated soil are very different with the saturated soil,so it is very necessary to study the effect of moisture content of soil on the shear strength. The influence of the matrix suction on shear strength of unsaturated clay is discussed by direct shear tests and SWCC. Experimental results show that there is a peak value of cohesion when water content reached 13%,and the internal friction an-gle increases as water content decreases. The influence law of matrix suction on the shear strength of unsaturated silty clay has been found out,by further comparison the relationship between the shear strength parameters and SWCC.关键词
非饱和土/抗剪强度/基质吸力/土水特征曲线Key words
unsaturated soils/shear strength/matric suction/SWCC分类
建筑与水利引用本文复制引用
金涵杰,刘继状..非饱和土抗剪强度特性试验研究[J].江西科学,2016,(1):110-114,5.
