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作 者:文志杰 姜青林 蒋宇静[3] 周翰东 李雄 杜婉君[2] 文金浩 WEN Zhijie;JIANG Qinglin;JIANG Yujing;ZHOU Handong;LI Xiong;DU Wanjun;WEN Jinhao(College of Mining,Guizhou University,Guiyang,Guizhou 550025,China;State Key Laboratory of Mining Disaster Prevention and Control Co-founded by Shandong Province and the Ministry of Science and Technology,Shandong University of Science and Technology,Qingdao,Shandong 266590,China;Graduate School of Engineering,Nagasaki University,Nagasaki 852–8521,Japan;China Construction Railway Investment and Construction Group Co.,Ltd.,Beijing 102629,China;School of Civil Engineering,Qingdao University of Technology,Qingdao,Shandong 266520,China)
机构地区:[1]贵州大学矿业学院,贵州贵阳550025 [2]山东科技大学矿山灾害预防控制省部共建国家重点实验室培育基地,山东青岛266590 [3]长崎大学工学研究科,日本长崎852–8521 [4]中建铁路投资建设集团有限公司,北京102629 [5]青岛理工大学土木工程学院,山东青岛266520
出 处:《岩石力学与工程学报》2024年第2期308-321,共14页Chinese Journal of Rock Mechanics and Engineering
基 金:国家自然科学基金资助项目(51974174,52274130,52204140)。
摘 要:针对高地应力隧道施工条件复杂致使岩爆风险难以评估的现状,提出隧道岩爆风险动态评估方法。采用故障树分析法辨识岩爆风险源,筛选风险评估指标;以风险矩阵法为研究基础,将可能性等级和严重性等级的评估范围由离散点扩展为一个区间,细化等级标准,构建风险等级评估区域图;基于静态风险指标体系,通过引入动态权重概念实现岩爆可能性等级的细化,为岩爆风险建立动态评估模型。以桃子坪隧道为例,论述岩爆风险动态评估方法的实施过程,经评估其结果与实际施工情况吻合,可为实际隧道工程施工风险管理提供理论和实践指导,具有良好的应用前景。A dynamic assessment method for rockburst risk in tunnels is proposed in response to the complex construction conditions of high ground stress tunnels,which make it difficult to assess rockburst risk.Fault tree analysis method is adopted to identify rockburst risk sources and to screen risk assessment indicators.Based on the risk matrix method,the values of probability level and severity level are expanded from discrete points to a range,refining the classification criteria and constructing a risk level assessment regional map.The dynamic assessment model for rockburst risk is established by introducing the concept of dynamic weight based on the static risk indicator system,thus achieving a finer classification of rockburst probability levels.Taking the Taoziping tunnel as an example,the implementation process of the dynamic assessment method for rockburst risk is discussed.After evaluation,the results are consistent with the actual construction situation.The research can provide theoretical and practical guidance for the risk management of actual tunnel engineering construction and have good application prospects.
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