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胡元鑫, 李晓红, 刘新荣, 张丽娟, 王道良. 基于监控量测的山岭隧道工程风险管理分析[J]. 岩土工程学报, 2010, 32(7).
引用本文: 胡元鑫, 李晓红, 刘新荣, 张丽娟, 王道良. 基于监控量测的山岭隧道工程风险管理分析[J]. 岩土工程学报, 2010, 32(7).
Engineering risk management of mountain tunnels based on observation[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(7).
Citation: Engineering risk management of mountain tunnels based on observation[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(7).

基于监控量测的山岭隧道工程风险管理分析

Engineering risk management of mountain tunnels based on observation

  • 摘要: 风险的概念已贯穿于整个社会,具有典型的时空差异性。山岭隧道工程是一高风险工程,主要原因在于其涉及的不确定性因素较多,表现为地质环境复杂、基础信息不充分、施工技术复杂等方面。风险管理和控制是削减山岭隧道工程风险的有效手段,可于工程建设各阶段实施。其中施工阶段的残余风险可利用监控量测进行管理和控制。以浙江黄衢南高速公路璜田隧道为例,根据不良事件发生可能性和潜在破坏程度建立了以该隧道风险管理矩阵、基于监控量测数据的风险日报表及预警系统为主体的风险管理框架。经璜田隧道出口端右线YK17+660断面拱顶沉降数据和现场调查验证,所建立的风险管理框架能有效地控制该隧道的建设阶段风险,可为类似工程的风险管理和控制提供思路。并认为山岭隧道工程风险接受准则的建立应基于隧道围岩变形容许极限及其响应时间。

     

    Abstract: The concept of risk crosses through the society with significance and value that differ greatly in space and time. Mountain tunnel engineering has high risk because of plenty of uncertainties in many of areas related to ground conditions. The uncertainties have characteristics such as complicated geology environment, insufficient basic data and multiple construction methods. Risk management and control, which is effective to reduce risk of mountain tunnel engineering, can be implemented during the construction of mountain tunnel engineering. The residual risk management and control of construction phase can be solved with observation. The case of Huangtian tunnel of Huangshan-Quzhou-Nanping Expressway of Zhejiang Province is taken as an example. A risk management frame, composed of risk management matrix, daily risk report on the basis of observation data and risk warning system, is established according to the potential damage and probability of harmful cases. The risk management frame proves to be effective in dealing with the risk management during the construction phase of Hunagtian tunnel through the instrumentality of field investigation and crown displacement of YK17+660, which is at the right exit end of Huangtian tunnel, and can provide the basis and ideas for similar projects. Moreover, it is concluded that the establishment of the acceptable risk criterion of mountain tunnel engineering should be based on the allowable deformation limits and the reaction time of surrounding rock of tunnels.

     

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