摘要
根据非饱和土颗粒间吸力的最新理论 ,在忽略固、液两个相温度变化的情况下 ,讨论了非饱和土抗剪强度的温度性质 。
According to the latest theory on adsorbed suction between grains and neglecting the temperature variations of solid and liquid in the soil, we discuss the temperature properties of the sheer strength for unsaturated soil. It is found that the sheer strength of the unsaturated soil is, in general case, linearly decreased as temperature increases.
出处
《长沙交通学院学报》
2002年第4期68-71,共4页
Journal of Changsha Communications University
基金
交通部西部交通建设科技资助项目 (2 0 0 1- 318- 82 2 - 6 0 )
关键词
非饱和土
温度性质
抗剪强度
unsaturated soil
temperature properties
sheer strength
