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首页> 外文期刊>International journal of geomechanics >New Algorithm for Simulating Grout Diffusion and Migration in Fractured Rock Masses
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New Algorithm for Simulating Grout Diffusion and Migration in Fractured Rock Masses

机译:模拟裂隙岩体中水泥浆扩散和迁移的新算法

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摘要

It is of crucial importance to develop an efficient numerical method to investigate the mechanism of grout diffusion and migration in fractured rock masses. However, most existing models only concentrate on the grout flow in a single fracture and most existing algorithms for large-scale fracture networks have high computational cost. A new dynamic diffusion and migration algorithm for grout was proposed and applied to the two-dimensional fracture network in this paper. Based on the geometric relationship between the fracture network nodes, an effective and feasible generation method of the connectivity matrix was proposed to realize the digitization of the topological structure of the fracture network. Finally, the Fracture Networks Grouting Diffusion Program (FNGDP) was developed to visualize the entire process of grout diffusion and migration in fracture networks. Compared with other algorithms, the proposed algorithm can realistically simulate the grouting process and greatly reduce computing time.
机译:开发一种有效的数值方法来研究灌浆在裂隙岩体中的扩散和运移机理至关重要。然而,大多数现有模型仅集中于单个裂缝中的灌浆流,并且大多数用于大型裂缝网络的现有算法具有较高的计算成本。提出了一种新的灌浆动态扩散迁移算法,并将其应用于二维裂缝网络。基于裂缝网络节点之间的几何关系,提出一种有效可行的连通矩阵生成方法,以实现裂缝网络拓扑结构的数字化。最后,开发了裂缝网络灌浆扩散程序(FNGDP),以可视化灌浆在裂缝网络中扩散和迁移的整个过程。与其他算法相比,该算法可以真实地模拟注浆过程,大大减少了计算时间。

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