岩溶裂隙岩体三维随机建模及灌浆数值模拟

    3D Stochastic Modeling and Grouting Numerical Simulation of Karst Fractured Rock Mass

    • 摘要: 针对复杂岩溶裂隙岩体帷幕灌浆扩散过程精细数值模拟和灌浆质量评价难题,提出了通过拉丁超立方抽样方法(LHS)与离散断裂网络(DFN)算法构建三维裂隙模型体系,利用 COMSOL 软件进行三维建模及网格划分,构建多孔双排灌浆数值模型, 通过设置浆液扩散方程,裂隙流物理场方程和注浆稀物质传递方程, 实现多孔双排帷幕灌浆的精细数值模拟。结果表明: 双排灌浆孔的协同作用显著改变了浆液扩散模式, 浆液扩散呈多排叠加效应和“蝶翼状”分布形态,前排孔浆液在溶洞边界产生绕流扩散,后排孔通过压力补偿实现对溶蚀通道的有效填充,最终形成连续的防渗帷幕, 模拟水泥用量与实际用量的相对误差为 5.58%。研究结果可为岩溶裂隙复杂地质条件灌浆模拟提供参考。

       

      Abstract: To address the challenges in simulating grout diffusion and evaluating grouting quality in complex karst fractured rock masses, a 3D fracture model was developed using Latin Hypercube Sampling (LHS) and Discrete Fracture Network (DFN) methods. A multi-hole, double-row grouting model was established in COMSOL, with governing equations for fracture flow and grout transport. The simulation results show that the double-row grouting holes synergistically alter the diffusion pattern, creating a multi-row superposition effect and a "butterfly-wing" shape. The front-row holes induce circumferential flow along karst cave boundaries, while the back-row holes provide pressure compensation to effectively fill dissolution channels, forming a continuous anti-seepage curtain. The relative error between simulated and actual cement usage is 5.58%. This study offers a valuable reference for grouting simulation in complex karst fracture conditions.

       

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