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Effect of the Number of Constrictions on the Filtration Behaviour of a Soil-Geotextile System

机译:收缩数对土壤 - 土工织物系统的过滤行为的影响

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摘要

Nonwoven geotextile filters have been used in geo-environmental engineering for decades to prevent the movement of base soil fine particles, allowing adequate seepage to flow through the geotextile plane. Most of the design criteria developed for nonwoven geotextiles are based only on the comparison between their characteristic opening size and the indicative diameter of the soil to be filtered. In the meantime, the nonwoven geotextile fibrous structure has an influence on the filtration of the soil-geotextile system. In this paper the numbers of constrictions of nonwoven geotextile samples were determined to verify the existence of a correlation between the geotextile structure and the filtration behaviour of soil-geotextile systems. The compatibility between an internally unstable soil and a nonwoven geotextile filter was evaluated using the gradient ratio test. The results obtained can also be the basis for modifying the geotextile filter design and selection criteria.
机译:非织造土工织物过滤器已用于地质环境工程数十年来防止基础土壤细颗粒的运动,使足够的渗漏流过土工织物平面。为非织造地理织物开发的大多数设计标准仅基于其特征开口尺寸与待过滤土壤的指示性直径之间的比较。同时,非织造土工织物纤维结构对土工织物系统的过滤有影响。在本文中,确定了非织造土工织物样品的约束的数量以验证土工织物结构与土壤 - 土工织物系统的过滤行为之间的相关性的存在。使用梯度比试验评估内部不稳定土壤和非织造土工织物过滤器之间的相容性。所获得的结果也可以是修改地理织物过滤器设计和选择标准的基础。

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