摘要
为了研究黏性土体材料的塑性变形性质,使黏性土制成圆柱体形状烘干后,通过单轴压缩试验进行试验研究,得出了黏性土烘干状态下的应力应变曲线、受力特点、破坏特点,对房屋结构受力性能和抗震计算研究有一定的参考价值。
To investigate viscous soil materials plastic deformation properties, the clay is made into a cylinder shape drying by uniaxial compres- sion tests were studied and obtained in cohesive soil dry state should stress strain curve, force characteristics and damage characteristics. It has certain guiding value for calculating and studying stress performance and seismic resistance of housing structure.
出处
《山西建筑》
2015年第26期79-80,共2页
Shanxi Architecture
关键词
黏性土
烘干状态
单轴压缩试验
clay soil, drying condition, uniaxial compression test