摘要
根据新奥法原理中岩体开挖的时间效应,对毛栗坡右线隧道的监控量测结果进行一元非线性回归分析,找出岩体变形量与时间的关系,以制定科学的施工方案,保证工程质量和施工的安全性。
Based on the time effect of rock excavation of the basic principle in the New Austrian Tunneling Method, unitary nonlinear regression was adopted toadopted to analyze the results of the tunnel controlling to Mao Li Slope tunnel, and the relationship between surrounding rock mass deformation and time was found out so that a scientific program can be made to ensure the quality of the project and the safety of the construction.
出处
《贵州工业大学学报(自然科学版)》
CAS
2007年第6期63-66,共4页
Journal of Guizhou University of Technology(Natural Science Edition)
基金
贵州省自然科学基金项目(黔科合J字2007[2189])
关键词
隧道监控
回归分析
拱顶下沉
tunnel controlling
regression analysis
vault crown settlement