INVESTIGATION OF CROSS-PLANE FLOW PERFORMANCE OF GEOTEXTILES CONSISTED OF DIFFERENT STRUCTURES

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  • 構造が異なるジオテキスタイルフィルターの垂直方向透水性に関する検討
  • コウゾウ ガ コトナル ジオテキスタイルフィルター ノ スイチョク ホウコウ トウスイセイ ニ カンスル ケントウ

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Abstract

The objective of this study is to consider a suitable geotextile filter to be hard to arise a clogging for fine-grained soils at a field site. This study was performed to focusing on a change of coefficient of permeability normal to plane on a kind of geotextile filter. A series of constant head permeability test on woven fabric geotextile filter was performed sandwiching in a geotextile filter between fine-grained geomaterial and gravel layer. Based on the test results and formally test results on non-woven geotextile filters, it was found that woven fabric geotextile filters in this study to be harder to arise a clogging than non-woven geotextile filters.

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