典型废弃石料矿山地质灾害诱发机制与综合治理技术研究

    Study on the inducing mechanism and comprehensive control technology of geological disasters in typical abandoned stone mines

    • 摘要: 宁波典型废弃石料矿山的边坡失稳问题是区域生态安全与地质灾害防治的突出难题,其形成机制涉及多源因素的长期耦合作用。本文以宁波主城区及周边的鞍山、嘉法、扇子洋等典型废弃矿山为研究对象,旨在系统揭示废弃石料矿山地质灾害的诱发机制,并探索科学有效的综合治理技术路径。研究方法包括实地调查、无人机航测、地质构造解析、裂缝宽度与位移及水位的长期监测数据分析,以及典型案例治理过程的复盘与对比研究。通过对区域构造背景与岩体结构面发育特征的剖析,量化了降雨入渗所引发的孔隙水压力累积对坡体抗剪强度的削弱效应,并评估了采挖爆破等动力扰动在触发失稳过程中的关键作用。结果表明,宁波废弃矿山的边坡失稳演化具有显著的“结构面控制-水力削弱-动力触发”的多因素协同模式:结构条件决定失稳部位与规模,降雨渗流过程决定失稳的时间敏感性,而动力扰动则是最终触发的直接因素。基于上述认识,提出了“源头控制-过程防护-生态修复”一体化的综合治理技术路径。治理实践表明,该路径在削坡优化、锚固支护、排水系统设计及厚层基材喷播生态修复方面均取得了良好效果,能够显著降低再滑移风险并提升边坡长期稳定性。研究结论指出,多因素耦合机理模型不仅为废弃矿山地质灾害的预测预警与风险评估提供了理论依据,也为生态修复与综合治理提供了可推广的技术参考。创新性主要体现在多因素协同机制的定量揭示、监测数据与机理模型的耦合验证及工程与生态措施的有机融合。该成果对于资源型城市废弃矿山的治理与再利用具有重要的学术价值和实践意义。

       

      Abstract: Slope instability in abandoned stone mines poses a significant challenge to regional ecological security and geological disaster prevention in Ningbo, China, with its formation mechanism involving the long-term multi-factor coupling. This study investigates representative abandoned mines, including Anshan, Jiafa, and Shanziyang in the Ningbo Area, to systematically reveal the inducing mechanisms of geological disasters and explore effective comprehensive control strategies. The research methodology combines field surveys, UAV aerial photogrammetry, geological structure analysis, long-term monitoring of crack width, displacement, and groundwater levels, along with retrospective case studies of remediation projects. By analyzing the regional tectonic setting and characteristics of rock mass discontinuities, this study quantitatively evaluates the reduction in slope shear strength caused by rainfall infiltration and pore water pressure accumulation. It further assesses the critical role of dynamic disturbances such as excavation and blasting in triggering instability. The results demonstrate a multi-factor coupling pattern of “structural control-hydraulic weakening-dynamic triggering” for slope instability in these mines. Specifically, structural conditions determine the location and scale of instability, rainfall infiltration processes govern the temporal sensitivity, and dynamic disturbances act as the immediate trigger. Based on these findings, an integrated technical pathway of “source control-process protection-ecological restoration” is proposed. Practical applications show that this approach, which includes slope cutting and unloading, anchor reinforcement, drainage system design, and thick-layer substrate spraying for ecological recovery, achieves notable outcomes. It significantly reduces the risk of recurrent sliding and enhances long-term slope stability. This study concludes that the established multi-factor coupling mechanism model provides a theoretical basis for predicting and assessing risks associated with abandoned mine hazards, while also offering a transferable technical framework for ecological restoration and comprehensive management. The key innovations of this research lie in the quantitative elucidation of synergistic mechanisms, the coupled validation of monitoring data and mechanistic models, and the effective integration of engineering and ecological measures. These outcomes hold substantial academic value and practical implications for the remediation and sustainable redevelopment of abandoned mines in resource-based urban areas.

       

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