摘要
深圳市公安局对外窗口服务楼桩基采用预应力管桩基础 ,基坑毗邻既有建筑物四层办公楼 ,无放坡空间 ,选用预应力管桩加双层锚杆支护 ,通过沉降观测及基坑水平位移监测表明 ,设计与施工是成功的。
A building foundation in the Shenzhen Special Economic Zone was constructed with prestressed pipe-piles and anchored cables, because no free place for slope surrounding the building. The subsidence and horizontal displacement monitoring indicate that the design and construction are successful.
出处
《湖北地矿》
2003年第2期24-27,共4页
Hubei Geology & Mineral Resources
