Analysis of impact of crack surface on shear strength of strong expansive soil

被引:0
|
作者
Zhao Xin [1 ]
Yang Yun-hua [1 ]
Zhu Ying-jie [1 ]
Zhang Liang-ping [1 ]
Ma Bin [1 ]
机构
[1] Changjiang Geotech Engn Corp, Wuhan 430010, Hubei, Peoples R China
关键词
strong expansive soil; shear strength; crack surface;
D O I
暂无
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Expansive soil as a kind of special soil, its shear strength value is different from the common cohesive soil. In practice, it is proved that in the design of expansive soil slope, not only the soil block strength, but also the crack surface strength must be considered. It is impacted by the crack surface scale and occurrence, in particular, to the strong expansive soil which grows extremely crack surface. In order to simulate more realistic shear failure of strong expansive soil under the control of the crack surface, the in-situ direct shear experiment of strong expansive soil for South-to-North Water Transfer Project in Nanyang section is made; through matching the data of strong expansive soil, and shear strength influencing factors are analyzed. The results show that all of the crack surface development degree, the slope angle and the crack surface fluctuation degree have great influences on the strong expansive soil shear strength.
引用
收藏
页码:130 / 133
页数:4
相关论文
共 4 条
  • [1] [李青云 LI Qing-yun], 2009, [长江科学院院报, Journal of Yangtze River Scientific Research Institute], V26, P1
  • [2] Xu YouMing, 1997, Journal of the Zhejiang Forestry College, V14, P8
  • [3] YANG Yun-hua, 2001, YANGTZE RIVER, V46, P21
  • [4] Yao H.L., 2002, CHINESE J ROCK MECH, V21, P2331