摘要
结合深圳地铁3号线区间隧道施工实际,论述了地铁隧道结构位移、沉降的监控量测方案设计与实施方法,提出了具体合理的监测措施和预报流程,实践证明监测效果可靠,为保证该隧道的顺利贯通提供了可靠的技术保证。
Combined with the intersection tunnel construction practice of No.3 subway line in Shenzhen,the monitoring measuring scheme design and implementing method of subway tunnel structural displacement and settlement were discussed,and specific proper monitoring measures and forecasting procedure were proposed.The practice proved that the monitoring effect was reliable,which provided reliable technical warrant for the tunnel smooth cutting through.
出处
《山西建筑》
2009年第35期323-324,共2页
Shanxi Architecture
关键词
地铁隧道
新奥法
监控量测
subway tunnel
New Austrain tunneling method
monitoring measurement
