摘要
系统介绍了粘性土抗剪强度的特征 ,并分析了其组成。在此基础上针对基坑支护设计中粘性土抗剪强度的取值问题 ,提出了采用折算系数法对抗剪强度C值进行处理 ,并利用此方法进行了长春光大银行基坑的支护设计 。
This paper introduces the features of cohesive shear strength systematically comprehensively, analyzing component of shear strength. Aiming at problem of shear strength in designing construction foundation pit bracing, the paper gives a suggestion that we can use discount coefficient to deal with shear strength C. Then Bright Bank Building foundation pit bracing is designed by using this method. The design achieves good result.
出处
《地质与勘探》
CAS
CSCD
北大核心
2001年第5期85-87,共3页
Geology and Exploration
