摘要
结合工程实例,对其支护工程的变形力学行为监测结果进行了分析,总结了土钉墙和地下连续墙的锚杆轴力、地下连续墙墙顶的沉降、基坑顶护坡位移的特点,证明了支护设计的安全可靠性。
Basecl upon analysis of the monitoring data of mechanical deformation behavior of super-deep excavation supporting engineering the axial force of rock bolt in soil nailed wall and underground continuous wall, settlement on top of underground continuous wall and displacement . of slope are summarized, which verified that supporting design is reliable.
出处
《山西建筑》
2007年第9期114-115,共2页
Shanxi Architecture
关键词
基坑监测
时程曲线
锚杆内力
监测点
monitoring of foundation pit, time-history analysis, internal force of bolt, monitoring point
