ISSN 1003-8035 CN 11-2852/P

    降雨入渗-隧道开挖耦合驱动砂卵石地层涌水涌砂灾变演化规律及防控试验研究

    Experimental study on catastrophic evolution law and prevention of water and sand inrush in sandy cobble stratum under coupling effect of rainfall infiltration and tunnel excavation

    • 摘要: 在引调水工程的快速推进过程中,输水隧道常穿越砂卵石不良地质体,降雨入渗与隧道开挖耦合易诱发涌水涌砂灾害,严重威胁工程安全。以洛阳地区引水隧洞地质条件,自主研制含多元信息监测系统的隧道涌水涌砂模型试验装置,通过模拟马蹄形隧道开挖,设计正常开挖与超前加固两种对比工况,实时监测土压力、孔隙水压力、位移等关键参数,系统分析灾变演化阶段特征及渗流-应力耦合作用下的颗粒迁移机制。砂卵石地层隧道涌水涌砂灾变演化呈现“渗流→渗流加剧→颗粒流失→管涌通道形成→涌水涌砂破坏”五阶段特征,颗粒迁移经历“初始稳定-细颗粒启动-连续迁移-通道形成”过程;孔隙水压力呈“前期稳定-中期骤升-后期回落” 阶段性变化,地表沉降表现为“快速下沉-缓慢下沉-平缓稳定”三阶段;降雨与开挖耦合形成“渗流-应力-颗粒迁移”三维动态耦合机制,是灾害诱发的核心驱动因素,超前加固有效避免造成地表塌陷措施。试验揭示了降雨入渗影响下砂卵石隧道涌水涌砂的灾变演化规律及多场耦合机理,明确了关键灾变节点与控制因素,为该类特殊地层隧道的抗灾设计、施工风险防控提供了理论依据与技术支撑。

       

      Abstract: With the rapid development of water diversion projects, water conveyance tunnels often pass through adverse geological bodies of sandy cobble strata. The coupling of rainfall infiltration and tunnel excavation easily triggers water and sand inrush disasters, which seriously threatens engineering safety. Based on the geological conditions of water diversion tunnels in Luoyang area, a model test device for tunnel water and sand inrush with a multi-information monitoring system was independently developed. By simulating horseshoe-shaped tunnel excavation, two comparative working conditions (normal excavation and advanced reinforcement) were designed. Key parameters such as earth pressure, pore water pressure and displacement were monitored in real time. The characteristics of catastrophic evolution stages and the particle migration mechanism under seepage-stress coupling were systematically analyzed.The catastrophic evolution of water and sand inrush in tunnels in sandy cobble strata shows a five-stage characteristic:seepage → intensified seepage → particle loss → formation of piping channel → water and sand inrush failure.Particle migration undergoes the process of initial stability-initiation of fine particles - continuous migration- channel formation.Pore water pressure presents a phased variation of stable at early stage-sudden increase at middle stage-decrease at late stage. Surface settlement displays a three-stage pattern:rapid subsidence-slow subsidence-gentle stabilization.The coupling of rainfall and excavation forms a three-dimensional dynamic coupling mechanism of seepage-stress-particle migration,which is the core driving factor for disaster initiation.Advanced reinforcement is an effective measure to avoid surface collapse. The tests reveal the catastrophic evolution law and multi-field coupling mechanism of water and sand inrush in sandy cobble tunnels under the effect of rainfall infiltration,and identify the key catastrophic nodes and controlling factors.It provides a theoretical basis and technical support for the disaster-resistant design and construction risk prevention and control of tunnels in such special strata.

       

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