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Laboratory Test for Evaluating Limitation of Flows during Internal Erosion in Zoned Dams

机译:评估分区大坝内部侵蚀过程中流量限制的实验室测试

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A new laboratory test, named the flow limitation erosion test (FLET), has been designed and developed to study upstream flow limitation during the phase of progression of internal erosion in the embankment of zoned dams. Upstream flow limitation may occur because of the presence of the shell or a transition zone upstream of a cracked core. In the FLET, the soil specimen is composed of core and upstream shell materials. These are compacted inside a test apparatus made up of several pieces assembled in steps. Then the soil specimen is subjected to water flow through a predrilled hole in the core material to simulate a concentrated leak, initiated, for example, by large differential settlement or hydraulic fracture. In most tests, the hole is also drilled in the upstream material to simulate the scenario in which the mechanism causing the flaw in the core is also likely to affect the upstream zone. Combinations of the same core material and several types of coarse-grained upstream materials (broadly graded and gap-graded soils) are tested for a range of compaction conditions and hydraulic loads. It is shown that FLET is capable of assessing whether there is upstream flow limitation and whether the internal erosion process stops, shows a trend of slowing down, or progresses. Upstream flow limitation is shown to be dependent on the fines and gravel content, fines plasticity, and compaction water content of the upstream material. In the particular case of the tested gap-graded soils, it is shown to be also dependent on the initial gradient along the upstream material.
机译:设计并开发了一种新的实验室测试,称为流量限制侵蚀测试(FLET),以研究分区大坝路堤内部侵蚀发展阶段的上游流量限制。由于存在壳或裂化芯上游的过渡区,可能会发生上游流量限制。在FLET中,土壤标本由核和上游壳材料组成。将它们压紧在一个由几步组装而成的测试设备中。然后,使土壤样品流过芯材中的预钻孔,以模拟集中泄漏,例如,由于大的差异沉降或水力压裂而引起的泄漏。在大多数测试中,还会在上游材料中钻孔,以模拟导致岩心缺陷的机制也可能影响上游区域的情况。测试了相同核心材料和几种类型的粗粒上游材料(宽等级和间隙等级的土壤)的组合,以用于各种压实条件和水力载荷。结果表明,FLET能够评估上游是否存在流量限制,以及内部侵蚀过程是否停止,是否显示出减缓趋势或进展。上游流量限制显示取决于上游材料的细粉和砾石含量,细粉可塑性和压实水含量。在经测试的间隙分级土壤的特殊情况下,它还取决于沿上游材料的初始梯度。

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