摘要
以山西某高速公路隧道为背景,介绍了隧道监控量测的工作内容,通过对拱顶沉降和周边位移监控数据的回归分析,比较了几种常用回归分析函数的回归精度,提出了增加隧道围岩稳定性的一些建议。
Taking the highway tunnel in Shanxi province as the background,the paper introduces tunnel monitoring measurement contents.Through aggression analysis of arch top subsidence and surrounding displacement monitoring data,it compares regression accuracy of common regression analysis functions,and finally puts forward some suggestions of increasing tunnel surrounding rock stability.
出处
《山西建筑》
2016年第20期168-169,192,共3页
Shanxi Architecture
关键词
隧道监控量测
拱顶沉降
回归分析
稳定性
tunnel monitoring measurement
arch top subsidence
regression analysis
stability
