摘要
对不同基质吸力下的非饱和土抗剪强度进行实验研究,分析了抗剪强度与基质吸力的关系,得出抗剪强度公式,并讨论了抗剪强度随平衡时间变化的规律,以期为非饱和土抗剪强度进一步研究奠定基础。
The unsaturated soil shear intensity of different host suction was studied experimentally,the relation between shear intensity and host suction was analyzed,the shear intensity formula was obtained,the rule of shear intensity changing with balance time was discussed,so as to lay a basis for unsaturated soil shear intensity further research.
出处
《山西建筑》
2010年第18期1-2,共2页
Shanxi Architecture
关键词
非饱和土
抗剪强度
基质吸力
unsaturated soil
shear intensity
host suction
