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A Quasi-3D Numerical Model for Grout Injection in a Parallel Fracture Based on Finite Volume Method

机译:基于有限体积法的平行断裂灌浆喷射的准三维数值模型

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The purpose of the present work is to develop a quasi-3D numerical method that can be used to study the diffusion mechanism of grout injection in a rock fracture based on the collocated structured grid of the finite volume method (FVM). Considering the characteristics of fracture in geometry that the aperture is much less than its length and width, the Hele-Shaw model is introduced to deduce the z-derivatives of velocities u and v at walls, which is a function of the relevant average velocity and the fracture aperture. The traditional difference scheme for the diffusive term is partly substituted with the derived analytical expressions; hence a three-dimensional problem of grout flow in the parallel fracture can be transformed into a two-dimensional one that concerns fracture aperture. The new model is validated by the analytical solution and experimental data on three cases of grouting in the parallel-plate fracture. Compared with the results from ANSYS-Fluent software, the present model shows better agreement with the analytical solution for the distribution of pressure and velocity. Furthermore, the new model needs less grid unit, spends less time, but achieves greater accuracy. The complexity of the grout flow field in the rock fracture is reduced; thus the computational efficiency can be improved significantly.
机译:本作作品的目的是开发一种基于有限体积法(FVM)的配套结构栅的岩体裂缝中灌浆喷射中的灌浆喷射的扩散机理。考虑到几何形状的裂缝特性,孔径远小于其长度和宽度,引入了Hele-Shaw模型,推测墙壁的速度U和V的Z衍生物,这是相关的平均速度和骨折孔径。传统术语的传统差异方案部分被衍生的分析表达取代;因此,平行断裂中的灌浆流的三维问题可以转化为涉及裂缝孔的二维之一。通过分析解决方案和实验数据验证新模型,并在平行板骨折中灌浆的三种情况下验证。与ANSYS-FLUENT软件的结果相比,本模型与用于分配压力和速度的分析解决方案更好地表现出更好的一致性。此外,新模型需要较少的网格单元,花费更少的时间,但实现更高的准确性。岩石骨折中灌浆流场的复杂性降低;因此,可以显着提高计算效率。

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