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Geotextile filter design and simulated bridge formation at the soil--geotextile interface

机译:土工织物界面的土工织物过滤器设计和模拟桥梁形成

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A set of geotextile filter design criteria has been developed by simulating soil particle bridges on the surface of idealised geotextiles. The soil particles were represcnted by discs in two- dimensional models and by spheres in three-dimensional models. The models examined the relationship between uniformity coefficient, particle size and pore size, and resulted in two overlapping phenomena being observed. At uniformity coefficients less than 2.0, bridge formation is dependant upon particle interlock and packing, whilst at uniformity coefficients greater than 2.0, large particles act as catalysts for bridge formation. These phenomena resulted in the specification of an upper O_90/d_90 ratio. Further analysis revealed that certain particles did not usefully contribute to bridge formation, which resulted in the specification of a lower O_90/d_90 ratio. Both these concepts have been incorporated on a final design chart, which is then compared to other published filter design criteria.
机译:通过模拟理想化土工布表面上的土壤颗粒桥,制定了一套土工布过滤器设计标准。在二维模型中,圆盘代表球体;在三维模型中,球形代表球体。该模型检查了均匀系数,粒径和孔径之间的关系,并导致观察到两个重叠现象。在均匀系数小于2.0时,桥的形成取决于颗粒的互锁和堆积,而在均匀系数大于2.0时,大颗粒充当桥形成的催化剂。这些现象导致规定了较高的O_90 / d_90比。进一步的分析表明,某些颗粒无助于桥的形成,从而导致了较低的O_90 / d_90比值。这两个概念均已纳入最终设计图中,然后与其他已发布的过滤器设计标准进行比较。

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