摘要
介绍了长春一个深厚杂填土深基坑工程的设计和现场监测实例.该工程设一层半地下室,基坑深9.3m～10.5m,采用两种类型排桩作为挡土结构,并在坑底设置条状水泥土被动加固区.通过对支护方案的选择和监测结果的分析,得出一些有价值的结论。
A 9.3 - 10.50 m deep excavation in Changchun was given as a case. Bored cast-in-place piles with a strut were used as the retaining wall, and cement-stabilized strip was designed to control the deformation. Some useful conclusions were drawn through the analysis of the measured results.
出处
《工程建设与设计》
2007年第11期56-59,共4页
Construction & Design for Engineering
基金
建设部科技项目(05-k1-22)
关键词
深基坑
支支护方案
变形
监测
deep excavation
retaining scheme
soil deformation
monitoring
