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A Coupled CFD–DEM Simulation of Slurry Infiltration and Filter Cake Formation during Slurry Shield Tunneling

机译:泥水盾构掘进过程中泥浆渗透与滤饼形成的耦合CFD-DEM模拟

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Tunneling in highly permeable ground using a slurry shield machine can be challenging because it is difficult to form the so-called filter cake on the tunnel face to transport the support pressure. Consequently, destructive accidents might happen, such as face instability and water inrush. How to form an efficient filter cake in time is crucial during engineering practice, especially in ground with high permeability. Various theoretical and experimental analyses regarding the formation of filter cakes have been conducted. However, due to the complexity of this problem, which has to incorporate the mechanical and hydraulic behaviors of the fluid–solid mixture system, few numerical simulations are found in the literature. In this paper, with the aid of a newly developed numerical tool, a coupled CFD (computational fluid dynamics)–DEM (discrete element method) simulation is established to study the slurry infiltration and filter cake formation during slurry shield tunneling. The slurry infiltration process is simulated by modelling the scheme of the infiltration column test, in which sedimentation behaviors of slurry particles are captured and compared with experimental results. The results show that the sedimentation behaviors of the slurry particles and filter cake formation phenomenon are well captured by simulations and in accordance with the experiments, which indicates the robustness of the coupled CFD–DEM simulation used in present work.
机译:使用泥浆盾构机在高渗透性地面中进行隧道施工可能具有挑战性,因为很难在隧道面上形成所谓的滤饼来传递支撑压力。因此,可能会发生破坏性事故,例如面部不稳定和进水。在工程实践中,如何及时形成有效的滤饼至关重要,特别是在高渗透率的地面上。关于滤饼的形成已经进行了各种理论和实验分析。但是,由于这个问题的复杂性,必须结合流固混合物系统的机械和水力行为,因此在文献中很少找到数值模拟。在本文中,借助新开发的数值工具,建立了耦合CFD(计算流体动力学)-DEM(离散元法)模拟,以研究泥浆盾构隧道施工过程中的泥浆渗透和滤饼形成。通过对渗透柱试验方案进行建模,模拟了浆液的渗透过程,在该方案中捕获了浆液颗粒的沉降行为,并与实验结果进行了比较。结果表明,通过仿真并与实验相吻合,可以很好地捕捉到泥浆颗粒的沉降行为和滤饼形成现象,这表明本研究中使用的耦合CFD-DEM仿真的鲁棒性。

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