摘要
介绍了一个基坑工程实例,并采用位移反分析技术讨论了。m值与被动区水泥土加固宽度的关系,可供工程技术人员参考。
This paper indroduces the relationship between m-value and the width of cement-soil re-inforcement in passive zone obtained by means of displacement back analysis of retaining wall in an excavation engineering. It offers references for technician.
出处
《地下工程与隧道》
1999年第2期19-21,46,共3页
Underground Engineering and Tunnels
