摘要
以金凤隧道为例介绍了隧道监控量测的目的和意义、内容和方法,并对监测数据进行了分析。结果表明隧道在开挖期间围岩周边收敛、拱顶沉降、钢支撑内力、围岩位移等监测指标随时间的变化规律基本一致,都经历了加速、稳定、再次加速、最终稳定四个阶段,稳定值均在规范要求的范围内,说明隧道初期支护合理,可安全进行二衬施工。
Taking the Jinfeng tunnel as an example,the purposed,content and technology of monitoring measuring are introduced,and monitoring data are analyzed.The results of measurement show that: surrounding rock convergence,arch apex settlement,stress of steel support,rock body displacement are in the range of specification;the variation law changing with time is consistent,through the acceleration,stability,accelerate again,final stability four stages.Above all showed that the support design in the Jinfeng tunnel were safe.
出处
《公路工程》
北大核心
2012年第1期152-156,共5页
Highway Engineering
关键词
隧道
围岩
监控量测
分析
Tunnel
surrounding rock
monitoring & measuring
analysis