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非饱和膨胀土的抗剪强度特性研究
引用本文:龚壁卫,詹良通,刘艳华,王斌.非饱和膨胀土的抗剪强度特性研究[J].长江科学院院报,2000,17(5):19-22.
作者姓名:龚壁卫  詹良通  刘艳华  王斌
作者单位:1. 长江科学院,土工研究所,湖北,武汉,430010
2. 香港科技大学,土木及结构工程系
摘    要: 应用非饱和土的双应力状态变量理论,探讨了鄂西 北及南阳盆地膨胀土的抗剪强度特性,阐述了非饱和膨胀土抗剪强度指标与含水量、基质吸力的关系。为解决工程实践中的膨胀土问题提供了经验。

关 键 词:非饱和土    膨胀土    抗剪强度    非饱和土三轴试验
文章编号:1001-5485(2000)04-0019-04

Study on shear strength of expansive soils
GONG Biwei,ZHAN Liang-tong,LIU Yian-hua,WANG Bin.Study on shear strength of expansive soils[J].Journal of Yangtze River Scientific Research Institute,2000,17(5):19-22.
Authors:GONG Biwei  ZHAN Liang-tong  LIU Yian-hua  WANG Bin
Affiliation:GONG Bi-wei ,ZHAN Liang-tong ,LIU Yian-hua (Yangtze River Scientific Research institute,Wuhan 430010,China)WANG Bin (Hongkong University of Science and Technology,Hongkong China)
Abstract:Employing a phenomenological approach consistent with continuum mechanics of unsaturated soil,the shear strength behaviors of unsaturated soils in the counties of west north of Hubei province and Nanyang of Henan province are explored.The relationships of shear strength of unsaturated soils with water content and matrix suction are represented.Some experiences for solving the application of expansive soils in engineering are obtained.
Keywords:unsaturated soil  expansive soil  shear strength of unsaturated soil  triaxial test of unsaturated soil  
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