ISSN 1004-4140
    CN 11-3017/P

    隧道突涌灾害最小超前探测距离估值方法研究

    Estimation of Minimum Advanced Detection Distance for Tunnel Water Inrush and Mud Gushing Disasters

    • 摘要: 山区公路隧道突涌水灾害频发,严重威胁施工安全。通过确定最小安全探测距离,建立山区公路隧道突涌水灾害的定量化精准防控方法,提升超前地质预报的安全性和可靠性。综合考虑施工扰动(岩性软硬影响)、围岩荷载(塌落拱效应)和含水结构(挤压突破风险)三大核心致灾因素,形成多因素耦合分析框架;建立4个计算公式(扰动厚度、荷载高度、保护厚度及综合探测距离)和13项评价指标,构建量化模型及完整指标体系;通过力学机制解析与工程参数标定,确定基于最小保护厚度的安全阈值;结合典型隧道突涌案例,对比传统经验方法,验证模型的可靠性与先进性。工程验证表明,该方法较传统经验法具有多因素定量化、机理明晰、安全性高等优势,实现了从被动依赖经验到主动量化防控的转变,探测效能提升显著,为超前地质预报提供了可推广的技术标准。为隧道施工灾害预警提供了可标准化推广的定量工具,显著提升防控主动性与可靠性。

       

      Abstract: Frequent water inrush disasters in mountainous highway tunnels pose a serious threat to construction safety. To establish a quantitative and precise prevention and control method for water inrush disasters in mountainous highway tunnels by determining the minimum safe detection distance, thereby enhancing the safety and reliability of advanced geological predictions. A multifactor coupling analysis framework was developed by comprehensively considering three core disaster-inducing factors: construction disturbances (influenced by rock hardness), surrounding rock load (arching effect), and water-bearing structures (risk of extrusion breakthrough). Four calculation formulas (disturbance thickness, load height, protective thickness, and comprehensive detection distance) and 13 evaluation indicators were established to construct a quantitative model and complete indicator system. Safety thresholds based on minimum protective thickness were determined through a mechanical mechanism analysis and engineering parameter calibration. The reliability and advancement of the model were verified by comparison with traditional empirical methods using typical tunnel inrush cases. Engineering validation demonstrated that this method offers advantages such as multi-factor quantification, clear mechanisms, and high safety compared with traditional empirical approaches. It achieves a shift from passive reliance on experience to active quantitative control, significantly improving detection efficiency and providing a technically standardized solution for advanced geological prediction. Conclusion This study provides a standardized quantitative tool for the early warning of tunnel construction disasters, significantly enhancing the initiative and reliability of prevention and control measures.

       

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