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梅花山隧道新奥法施工围岩变形监测研究
引用本文:文建华,卢菁.梅花山隧道新奥法施工围岩变形监测研究[J].科学技术与工程,2014,14(17).
作者姓名:文建华  卢菁
作者单位:华南农业大学 水利与土木工程学院,华南农业大学 水利与土木工程学院
基金项目:国家自然科学基金重点项目(No.41030747)。
摘    要:监控量测是隧道新奥法施工的重要组成要素之一。基于梅花山隧道新奥法施工实际,对该隧道监控量测方案进行了设计,结合隧道围岩变形典型代表性断面监测数据,进行数学回归分析;采用速率和累计位移双重控制标准探讨了梅花山隧道围岩二次衬砌合理施作时机,以确保隧道施工安全。

关 键 词:梅花山隧道  新奥法施工  监控监测  回归分析
收稿时间:2013/12/19 0:00:00
修稿时间:2014/5/16 0:00:00

Study on deformation monitoring of Meihuashan tunnel surrounding rock under NATM principle construction
WEN Jianhua and LU Jin.Study on deformation monitoring of Meihuashan tunnel surrounding rock under NATM principle construction[J].Science Technology and Engineering,2014,14(17).
Authors:WEN Jianhua and LU Jin
Institution:college of water conservancy and civil engineering South China Agricultural University
Abstract:Monitoring measurement was an important part of New Austrian Tunneling Method (NATM). Based on the Meihuashan tunnel construction, some items of monitoring and measurement, such as vault settlement, surrounding rock convergence, etc. were designed to explore the surrounding rock displacement. According to the measuring data regression analyses and the stability state of surrounding rock, the most reasonable time of second supporting was decided. The results showed that safe construction of Meihuashan tunnel was improved under the new second supporting time criterion.
Keywords:Meihuashan tunnel  New Austrian Tunneling Method  monitoring and measurement  regression analysis
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