摘要
介绍了工程中剪切强度指标的选择原则,通过静探试验,对原位测试指标和剪切强度指标进行了相关性研究,发现原位测试指标可以为基坑围护设计时的参数选择提供依据。
This paper introduced the selection principle of shear strength index in engineering, through the static sounding test, made correlation research on in-situ test index and shear strength index, found the in-situ test index could provide basis for the parameters selection in foundation pit support design.
出处
《山西建筑》
2014年第14期73-74,共2页
Shanxi Architecture
关键词
基坑围护设计
岩土测试参数
原位测试成果
foundation pit support design, rock and soil test parameter, in-situ test result