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岩溶地区深埋隧道突水、突泥机理探讨 被引量:4
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作者 段向丽 《科技创新导报》 2008年第12期117-118,共2页
本文结合在建某深埋岩溶隧道的突水、突泥情况的实例进行力学机理分析,对相类似工程提供一定的指导意义。
关键词 岩溶地区 深埋隧道 突水、突泥 力学机理
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浅谈富水断层破碎带突水、突泥(块石)地质灾害段处治施工技术 被引量:2
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作者 李云宾 《世界有色金属》 2017年第5期112-113,共2页
三穗至黎平高速公路某某隧道DK72+633发生突水、突泥(块石)地质灾害,严格按照"管超前、严注浆、短进尺、弱爆破、强支护、早封闭、快衬砌、勤测量、速反馈"的施工原则,采用帷幕注浆+超前管棚+超前小导管注浆支护、结合注浆封... 三穗至黎平高速公路某某隧道DK72+633发生突水、突泥(块石)地质灾害,严格按照"管超前、严注浆、短进尺、弱爆破、强支护、早封闭、快衬砌、勤测量、速反馈"的施工原则,采用帷幕注浆+超前管棚+超前小导管注浆支护、结合注浆封堵、钢拱架+钢格栅加强支护在塌方体、高水压、大水量、岩体极度破碎的条件下,保证施工安全和质量,有效确保各项目标任务实现,对同类型隧道施工具有一定的借鉴意义。 展开更多
关键词 断层破碎带 突水、突泥(块石) 地质灾害段 处治 隧道
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基于条分法原理的充填型岩溶蓄水构造突水突泥最小安全厚度 被引量:19
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作者 李术才 林鹏 +5 位作者 许振浩 李利平 郭明 孙超群 王旌 宋曙光 《岩土力学》 EI CAS CSCD 北大核心 2015年第7期1989-1994,2002,共7页
首次将条分法引入到充填型岩溶蓄水构造突水、突泥研究当中,基于边坡稳定性分析的条分法原理,对隧道-岩溶充填物-岩溶管道系统进行了抽象概化,建立了充填型岩溶蓄水构造充填物条分解析计算模型。假设充填物在滑动面上各处均达到极限平... 首次将条分法引入到充填型岩溶蓄水构造突水、突泥研究当中,基于边坡稳定性分析的条分法原理,对隧道-岩溶充填物-岩溶管道系统进行了抽象概化,建立了充填型岩溶蓄水构造充填物条分解析计算模型。假设充填物在滑动面上各处均达到极限平衡状态,且在滑动面上的破坏服从Mohr-Coulomb破坏准则,通过力的平衡条件推导了充填型岩溶蓄水构造突水突泥的最小安全厚度计算公式,形成了一种求解充填型岩溶蓄水构造突水、突泥最小安全厚度的工程实用解析方法。该方法为岩溶隧道突水、突泥计算提供了一种新思路,计算结果与数值计算吻合性较好且符合实际工程情况,具有一定的理论研究与工程应用价值。 展开更多
关键词 条分法 充填型 岩溶 构造 突水、突泥 最小安全厚度
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天竺山隧道突水突泥原因分析及处治方案研究
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作者 刘方 《铁道勘察》 2015年第3期34-37,共4页
结合天竺山隧道在施工期间出现的突水、突泥情况,分析该隧道突水突泥的原因,并对不同的处治方案进行比较分析,提出了局部绕行方案,并进一步提出设计、施工的具体实施方案。
关键词 天竺山隧道 突水、突泥 塌方 涌()砂 处治方案 局部绕行
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盘岭隧道突水和突泥事故地质成因分析及处治措施 被引量:3
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作者 胡新红 熊建军 刘涛 《路基工程》 2016年第2期207-210,共4页
长大山岭隧道施工过程中不可避免地要通过断层破碎带等不良地质,在断层带地下水发育、导水性较好、补给充分的情况下,极易发生突泥涌水等地质灾害,严重影响施工安全。针对三黎高速公路盘岭隧道工程发生的突水、突泥类破坏模式进行分析,... 长大山岭隧道施工过程中不可避免地要通过断层破碎带等不良地质,在断层带地下水发育、导水性较好、补给充分的情况下,极易发生突泥涌水等地质灾害,严重影响施工安全。针对三黎高速公路盘岭隧道工程发生的突水、突泥类破坏模式进行分析,探索未胶结的富水压性断层突水、突泥的特征、模式及地质成因。并对该隧道提出了反向施工、全断面帷幕注浆的施工顺序及方法,有效地控制了隧道施工造成的地下水流失,达到了预期处治效果,保证了施工安全。 展开更多
关键词 隧道工程 压性断层 地质分析 突水、突泥 处治措施
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Catastrophe theory-based risk evaluation model for water and mud inrush and its application in karst tunnels 被引量:19
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作者 ZHU Jian-qun LI Tian-zheng 《Journal of Central South University》 SCIE EI CAS CSCD 2020年第5期1587-1598,共12页
This paper presents a risk evaluation model of water and mud inrush for tunnel excavation in karst areas.The factors affecting the probabilities of water and mud inrush in karst tunnels are investigated to define the ... This paper presents a risk evaluation model of water and mud inrush for tunnel excavation in karst areas.The factors affecting the probabilities of water and mud inrush in karst tunnels are investigated to define the dangerousness of this geological disaster.The losses that are caused by water and mud inrush are taken into consideration to account for its harmfulness.Then a risk evaluation model based on the dangerousness-harmfulness evaluation indicator system is constructed,which is more convincing in comparison with the traditional methods.The catastrophe theory is used to evaluate the risk level of water and mud inrush and it has great advantage in handling problems involving discontinuous catastrophe processes.To validate the proposed approach,the Qiyueshan tunnel of Yichang-Wanzhou Railway is taken as an example in which four target segments are evaluated using the risk evaluation model.Finally,the evaluation results are compared with the excavation data,which shows that the risk levels predicted by the proposed approach are in good agreements with that observed in engineering.In conclusion,the catastrophe theory-based risk evaluation model is an efficient and effective approach for water and mud inrush in karst tunnels. 展开更多
关键词 risk evaluation model water and mud inrush catastrophe theory karst area TUNNELING
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Formation mechanisms of water inrush and mud burst in a migmatite tunnel:a case study in China 被引量:5
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作者 WU Guo-jun CHEN Wei-zhong +2 位作者 YUAN Jing-qiang YANG Dian-sen BIAN Han-bian 《Journal of Mountain Science》 SCIE CSCD 2017年第1期188-195,共8页
This paper presents a case study of water inrush and mud burst occurring in a migmatite tunnel to study its formation mechanisms. The geological investigation and mineralogical analysis showed that water inrush and mu... This paper presents a case study of water inrush and mud burst occurring in a migmatite tunnel to study its formation mechanisms. The geological investigation and mineralogical analysis showed that water inrush and mud burst in the migmatite was closely related to the component of the host rock. High content of soluble minerals,e.g.,calcite and dolomite,would make the migmatite rock prone to be fragmentized,isintegrated and eventually form different sorts of connected or semi-connected veins. The field exploration revealed most cavities in the magmatite tunnel were eroded by groundwater and formed large interconnected networks. The two faults and the dike in the magmatite tunnel became the preferred paths and provided great convenience for plenty of precipitation and mud slurry. Due to high water pressure and blast disturbance,the cavities can soon connect each other as well as all sorts of veins,forming a complex ground channel for water inrush and mud burst. To estimate the potential occurrenceof water inrush and mud burst,the water bursting coefficient was employed. The results showed the water bursting coefficient of the magmatite tunnel was much bigger than the threshold values and it can be used to explain the accident of water inrush and mud burst occurring in the magmatite tunnel. 展开更多
关键词 Water inrush Mud burst Migmatite Formation mechanism Tunnel
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