摘要
通过采取土样进行试验,由直剪和三轴剪切试验在不同排水固结条件下,结合基坑土体的应力历史和应力路径,得出不同的c、φ值参数,并对其差异性作了对比分析,提出了不同基坑侧壁所应采取的实验方法,及对常规试验方法的改进提出了一些建议.
Through direct shear test and triaxial shear teast under different conditions of drainage and consolidation,different value of shearing strength parameters c and φ are obtained in the light of stress history and stress path of soil mass in foundation pit.By comparing the diversity of value of c and φ ,available test methods for different side of foundation pit are put forward,and some suggestions to improve routine test methods are offered.
出处
《广西大学学报(自然科学版)》
CAS
CSCD
2003年第z1期218-221,共4页
Journal of Guangxi University(Natural Science Edition)
基金
国家自然科学基金
深基坑支护工程遗传优化设计
关键词
c、φ值
应力历史
应力路径
the value of c and φ
stree history
stress path