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Tensile and hydraulic properties of geosynthetics after mechanical damage and abrasion laboratory tests

机译:机械损伤和磨损实验室试验后土工合成材料的拉伸和水力性能

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摘要

Installation damage of geosynthetics occurs during their handling, positioning on the ground and the placing and compacting of fill material. Abrasion is a common damage mechanism where there is cyclic relative motion (friction) between a geosynthetic and contact soil. This paper presents the laboratory test results of mechanical damage and abrasion performed on six geosynthetics. The in isolation and combined effects on mechanical, hydraulic and physical properties of the geosynthetics were assessed. Results show that the effects of induced mechanical and abrasion damage essentially depend on the geosynthetic structure. For the most affected materials, strength losses after abrasion (in isolation and combined with mechanical damage) are higher than after the induced mechanical damage. Therefore, for most geosynthetics studied, abrasion is the conditioning mechanism which most affects their tensile strength. An increase of the characteristic opening size of the geosynthetics was observed, while their permittivity did not increase. This may be caused by differences in the test set-ups.
机译:土工合成材料在其处理,在地面上定位以及填充材料的放置和压实期间会发生安装损坏。磨损是一种常见的破坏机制,其中土工合成材料和接触土壤之间存在周期性的相对运动(摩擦)。本文介绍了在六种土工合成材料上进行的机械损伤和磨损的实验室测试结果。评估了土工合成材料对机械,水力和物理性质的孤立影响和综合影响。结果表明,诱发的机械和磨损损坏的影响主要取决于土工合成材料的结构。对于受影响最大的材料,磨损后(单独发生并与机械损伤相结合)的强度损失要比机械损伤后的强度损失要高。因此,对于大多数研究的土工合成材料,磨损是最影响其抗张强度的调节机制。观察到土工合成材料的特征开口尺寸增加,而介电常数没有增加。这可能是由测试设置的差异引起的。

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