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Bingham flow model by fully implicit SPH and its application to reinforce underground caves

机译:Bingham流量模型通过完全隐含的SPH及其加强地下洞穴的应用

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The present work shows the application of the Smoothed Particle Hydrodynamics (SPH) on non-Newtonian fluids for simulating the injection of a cementitious material into underground caves to reinforce the soil. In special, it presents two main improvements over the already established SPH formulation: an implicit time integration scheme to overcome the problem of impracticable small time step restriction in highly viscous fluid simulation, and the introduction of air ghost particles (AGP) to fix problems on the free-surface treatment. This project utilizes the Incompressible SPH (ISPH) as a basis for the implementation of such improvements, which guarantees a stable and accurate pressure distribution. We validate the proposed implicit time integration scheme with pipe flow simulations and the free-surface treatment with a simple hydrostatic problem. Also, dam break numerical simulations using the proposed method resulted in very good agreement with experimental data. At last, we demonstrate the potential of this method with the highly viscous vertical jet flow over a horizontal plate validation test, which shows a complex viscous coiling behavior.
机译:本作本作表明,平滑粒子动力学(SPH)在非牛顿流体上的应用,用于模拟将水泥材料注入地下洞穴中的胶凝剂,以加强土壤。在特殊的情况下,通过已经建立的SPH制定呈现了两个主要改进:隐含时间整合方案,以克服高度粘性流体模拟中不切实际的小时间步长的问题,以及引入空气鬼粒子(AGP)来解决问题自由表面处理。该项目利用不可压缩的SPH(ISWH)作为实施此类改进的基础,这保证了稳定和准确的压力分布。我们用管道流模拟和具有简单静水问题的自由表面处理验证了所提出的隐式时间整合方案。此外,使用所提出的方法的大坝断裂数值模拟导致与实验数据非常好。最后,我们展示了这种方法的潜力,在水平板验证试验中具有高度粘性的垂直射流,其显示出复杂的粘性卷绕行为。

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