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Simulation of coupled hydro-mechanical interactions during grouting process in fractured media based on the combined finite-discrete element method

机译:基于组合有限元法的裂隙介质注浆过程水力耦合耦合模拟

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摘要

Fracture grouting is one of the most widely used methodologies to reduce the hydraulic conductivity and enhance the strength of rock masses in geotechnical engineering (e.g., mining, civil engineering and hydraulic engineering). Understanding and controlling the migration process of grout slurry are critical to optimize the grouting process. In this paper, a grouting process simulator is generated for hydro-mechanical (HM) coupling grouting problems, linking the combined finite-discrete element method (FDEM) and a grouting flow simulator, called as FDEM-grouting. The initiation and propagation of fractures as well as the deformation of solid mass are solved by the FDEM. Meanwhile, the grout flow in fractures is modeled based on the principle of the parallel plate model. This FDEM-grouting can consider the HM coupling effect, the stress-induced fracture aperture variation, the fracture networks evolution and the hardening of grout during the grouting process, which are rarely considered in previous studies. The present FDEM-grouting is validated by intensive numerical tests. Then, several influence factors of grout penetration are discussed. Lastly, we investigate a fracture grouting process with considering the effect of in-situ stress and the interference between grouting holes. Results show that this FDEM-grouting is potentially useful to optimize the fracture grouting process.
机译:裂缝注浆是在岩土工程(例如采矿,土木工程和水利工程)中降低水力传导率和增强岩体强度的最广泛使用的方法之一。了解和控制灌浆的迁移过程对于优化灌浆过程至关重要。在本文中,针对水力机械(HM)耦合注浆问题生成了一个注浆过程仿真器,将有限元离散组合方法(FDEM)与注浆流仿真器相结合,称为FDEM-灌浆。 FDEM解决了裂缝的产生,扩展以及固体块的变形。同时,基于平行板模型的原理对裂缝中的灌浆流进行建模。这种FDEM灌浆可以考虑HM耦合效应,应力引起的裂缝口径变化,灌浆过程中裂缝网络的演化以及灌浆的硬化,而在以前的研究中很少考虑。目前的FDEM灌浆已经通过大量的数值测试得到了验证。然后,讨论了灌浆渗透的几个影响因素。最后,我们考虑了现场应力的影响以及灌浆孔之间的干扰,研究了裂缝灌浆的过程。结果表明,这种FDEM灌浆对于优化裂缝灌浆过程具有潜在的帮助。

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