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作 者:钟华 梁崇辉 陈璐 高山 ZHONG Hua;LIANG Chonghui;CHEN Lu;GAO Shan(Guangxi Road&Bridge Engineering Group Co.,Ltd.,Nanning 530000,China;School of Civil Engineering,Changsha University of Science&Technology,Changsha 410114,China;Guangxi Xinfazhan Communication Group Co.,Ltd.,Nanning 530029,China)
机构地区:[1]广西路桥工程集团有限公司,广西南宁530000 [2]长沙理工大学土木工程学院,湖南长沙410114 [3]广西新发展交通集团有限公司,广西南宁530029
出 处:《交通科学与工程》2024年第2期71-78,共8页Journal of Transport Science and Engineering
基 金:广西重点研发计划项目(AB22080020);广西交通运输行业重点科技项目(2020-24)。
摘 要:为解决浅埋大跨度隧道在施工中常出现的初期支护大变形及冒顶病害等问题,本研究依托广西壮族自治区百色市某隧道工程,分析了该隧道的大变形及冒顶灾害特征。基于PFC离散元软件,分析了隧道失稳演化规律,提出了隧道初期支护大变形处治技术。研究结果表明:浅埋大跨度隧道施工时,容易受围岩条件及支护强度等影响,从而引起围岩大变形或塌方灾害。采用地表注浆加固或临时仰拱与洞内反压等技术处理后,围岩变形得到了有效控制。现场施工时,应通过建立管理体系,加强人员培训,设置安全通道,安排安全人员,强化安全意识,建立评估与预警机制等保障措施,降低安全风险。该研究成果可为浅埋大跨度隧道施工灾害防治提供参考。In order to solve diseases such as large deformation of initial support or roof caving that occurs frequently in the construction of shallow-buried large-span tunnels,the characteristics of large deformation and roof caving disaster were analyzed based on the tunnel in Baise City Guangxi Province.The PFC discrete element software was used to analyze the evolution of instability.The treatment technology of large deformation of tunnel primary support was put forward.The results show that,during the construction of shallow-buried large-span tunnel,it is easy to be affected by factors such as surrounding rock conditions and support strength,resulting in large deformation or collapse of surrounding rock.The deformation of surrounding rock can be effectively controlled by means of surface grouting reinforcement,temporary inverted arch and back pressure in tunnel.Security risks can be reduced by establishing management system,strengthening personnel training,setting up safety channels,arranging safety personnel,strengthening safety awareness,and establishing evaluation and early warning mechanisms.The research results can provide reference for the prevention and control of construction disasters in shallow buried large-span tunnel.
关 键 词:浅埋大跨度隧道 施工病害 治理方案 初期支护大变形
分 类 号:U456[建筑科学—桥梁与隧道工程]
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