长春明珠会所基坑工程实例分析  

Analysis of Deep Excavation of Changchun Mingzhu Building

作　　者：赵乃志[1] 刘丹 武明宇 

机构地区：[1]沈阳建筑大学土木工程学院,沈阳110168 [2]辽宁省工程勘察研究院,沈阳110000 [3]中建二局,北京100786

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)

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.

关 键 词：深基坑 支支护方案 变形 监测 

分 类 号：TU443[建筑科学—岩土工程] TU463[建筑科学—土工工程]