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Mechanism and key controlling technology of water inrush in tunnel construction

机译:隧道施工突水机理与关键控制技术

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With the rapid development of underground construction, it is the largest number of karst tunnels that is being built in China, even the scales and the difficulties for tunnel construction. The hydrogeological conditions are becoming unprecedentedly complex, and the geological hazards are becoming severer, such as water inrush and mud gushing. So it is imperative to reveal the mechanism of water inrush and improve the key technology of hazard prevention and treatment. In this paper, we will provide a brief background on the water inrush cases of traffic tunnels and hydraulic tunnels. The occurrence conditions of water inrush are briefly introduced, this will be followed by a description of energy storage of water structure, dynamic performance of karst water, energy liberation and the failure of water-bearing structure, and influence factors of water inrush have been classified as karst hydrogeological factors and engineering disturbance of human factors. In terms of the formation of water inrush channel, water inrush types are divided into geological defects inrush, non-geological defects inrush and the combination, mechanical models and criterions of water inrush for each type have been established, such as water inrush of fractured rock induced by high-hydraulic fracturing, water inrush of filling fault and karst conduit caused by hydrologic barrier instability. Based on the statistical analysis of influence factors for water inrush in karst tunnels, the relative weights of geological defects, underground water level, formation lithology, landform, attitude of rocks, excavation and reinforcement, geology prediction and monitoring and measurement have been obtained according to the means of frequency statistics, and a fuzzyAHPmodel for risk ofwater inrushwhich can improve the accuracy of risk assessment is established by the comprehensive weight combination method. Based on the risk assessment of water inrush during tunnel construction, an optimal system for water-bearing structure detecting in which prediction methods vary with the risk level of water inrush is probed. According to the characteristics of treatment of typical water inrush, we put forward the hydrodynamic treatment principle, an anti-dispersed and gelatin-controlled hydrodynamic grouting material and matching technology has been developed, and the treatment system of water inrush is established.As a result, the hazard prevention&treatment technological system of water inrush in karst tunnel is composed of risk evaluation system for water inrush, comprehensive geology prediction system and treatment technological system. It has been successfully used for hazards prevention and treatment for water inrush of Qiyueshan Tunnel in Hurong highway, including risk assessment, hazard source detection and treatment of water inrush. The system can be widely applied in hazards prevention and treatment for underground engineering. It can be used for risk assessment, prediction defection and grouting treatment where water-bearing fractures are well-developed in the rock mass.
机译:随着地下建筑的快速发展,它是中国正在建造的最多的岩溶隧道,甚至规模和隧道建设的难度。水文地质条件变得空前复杂,地质危害日益严重,例如涌水和涌泥。因此,有必要揭示突水的机理,完善危害防治的关键技术。在本文中,我们将简要介绍交通隧道和水力隧道的突水情况。简要介绍了突水的发生条件,然后对水结构的储能,岩溶水的动态性能,能量的释放和含水结构的破坏进行了描述,并对突水的影响因素进行了分类。作为岩溶水文地质因素和人为因素的工程扰动。从突水通道的形成上,将突水类型分为地质缺陷突水,非地质缺陷突水,并建立了各种类型的突水组合,力学模型和判据,如裂隙岩的突水。高水力压裂引起的裂缝,充填断层的涌水和水文屏障的失稳引起岩溶导管的形成。在对岩溶隧道突水影响因素进行统计分析的基础上,得出了岩溶隧洞的地质缺陷相对权重,地下水位,地层岩性,地貌,岩石姿态,开挖与加固,地质预测,监测与测量等依据。通过综合权重法,建立了频率统计手段,建立了可以提高风险评估准确性的模糊风险模型。基于隧道施工过程中的突水风险评估,探索了一种最优的含水结构检测系统,该系统的预测方法随突水风险等级的变化而变化。针对典型突水的处理特点,提出了水动力处理原理,开发了一种抗分散,明胶控制的水动力灌浆材料及配套技术,建立了突水处理系统。岩溶隧道突水灾害防治技术系统由突水危险性评价系统,综合地质预测系统和治理技术系统组成。它已成功用于户容高速公路祁月山隧道突水灾害的预防与治理,包括风险评估,危害源识别和突水治理。该系统可广泛应用于地下工程的危害防治。它可用于风险评估,预测变形以及在岩体中含水裂缝发育的注浆处理中。

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