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盘道岭隧洞围岩变形观测与回归分析
引用本文:郝鑫.盘道岭隧洞围岩变形观测与回归分析[J].中国农村水利水电,2000(1):51-52.
作者姓名:郝鑫
作者单位:甘肃省水利水电勘测设计研究院,兰州市,730000
摘    要:隧洞工程支护系统信息化设计的一个重要手段对围为形进行监测、分析,从而为设计、施工决策提供依据,实现监则信息对设计和施工的反馈。通过介绍盘道岭隧洞的围岩变形回归分析,阐述了回归分析的设计、应用方法。

关 键 词:隧洞  围岩  变形观测  回归分析  盘道岭隧洞
修稿时间:1998-09-15

Deformation Measurement of Surrounding Rock of Pandaoling Tunnel and Its Regression Analysis
Hao Xin.Deformation Measurement of Surrounding Rock of Pandaoling Tunnel and Its Regression Analysis[J].China Rural Water and Hydropower,2000(1):51-52.
Authors:Hao Xin
Abstract:Monitoring deformations of surrounding rock of tunnels is an important measure for information design of support- ing system of tunnel works. Therefore, it provides the basis for decision making of design and construction, and carries out feeding back monitoring information to design and construction. Through introducing the regression analysis of deformations of surrounding rock of the Pandaoling Tunnel, the design and applying method of regression analysis are described.
Keywords:tunnel  surrounding rock deformation measurement regression  analysis Author's Address  Gansu  Provincial Investigation and Design Institute of Water Resources and Hydropower  Lanzhou City  730000  
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