Laboratory evaluation of wicking geotextile for moisture reduction in silty sands at different fines contents

The effect of fines content on the performance of the wicking geotextile is not clear. This study developed a simple moisture reduction test method to quantify the effectiveness of the wicking geotextile in reducing moisture in silty sands at four different fines contents and four different waiting periods. The sand was prepared at an initial moist condition based on its average field moisture capacity. A wicking or non-wicking woven geotextile was placed in the middle of a soil column. The effect of a geotextile on the moisture content of the sand was evaluated by measuring their gravimetric moisture contents at different distances from the geotextile at different times. Test results show that the amount of moisture reduced by the wicking geotextile decreased with the content of fines in the silty sand. On the contrary, the non-wicking geotextile obstructed water flow, hence moisture accumulated on it. The moisture content profile in the soil column indicated the influence zone by the wicking geotextile in the silty sand, which depended on the fines content. The percent of soil moisture content reduction by the wicking geotextile identified the limit of the fines content for the effectiveness of the wicking geotextile. • This paper investigated the effect of fines in silty sands on the effectiveness of wicking geotextile in moisture reduction. • A simple soil column test was developed for this investigation. • Wick geotextile effectively reduced moisture content of silty sand with up to 15% fines while non-wicking woven geotextile served as a barrier to downward movement of moisture.

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Publication Details

Journal
Geotextiles and Geomembranes
Published
2024-08-20
DOI
https://doi.org/10.1016/j.geotexmem.2024.08.001
Citations
13
Primary Topic
Geotechnical Engineering and Soil Stabilization
Type
article
Field-Weighted Citation Impact
3.39

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article

Laboratory evaluation of wicking geotextile for moisture reduction in silty sands at different fines contents

Robert L. Parsons, Jie Han, Mozaher Ul Kabir, Md. Wasif Zaman
13 citations
Geotextiles and Geomembranes
Geotechnical Engineering and Soil Stabilization
3.39
article

Laboratory evaluation of wicking geotextile for moisture reduction in silty sands at different fines contents

Robert L. Parsons, Jie Han, Mozaher Ul Kabir, Md. Wasif Zaman
article en
13 citations

Abstract

The effect of fines content on the performance of the wicking geotextile is not clear. This study developed a simple moisture reduction test method to quantify the effectiveness of the wicking geotextile in reducing moisture in silty sands at four different fines contents and four different waiting periods. The sand was prepared at an initial moist condition based on its average field moisture capacity. A wicking or non-wicking woven geotextile was placed in the middle of a soil column. The effect of a geotextile on the moisture content of the sand was evaluated by measuring their gravimetric moisture contents at different distances from the geotextile at different times. Test results show that the amount of moisture reduced by the wicking geotextile decreased with the content of fines in the silty sand. On the contrary, the non-wicking geotextile obstructed water flow, hence moisture accumulated on it. The moisture content profile in the soil column indicated the influence zone by the wicking geotextile in the silty sand, which depended on the fines content. The percent of soil moisture content reduction by the wicking geotextile identified the limit of the fines content for the effectiveness of the wicking geotextile. • This paper investigated the effect of fines in silty sands on the effectiveness of wicking geotextile in moisture reduction. • A simple soil column test was developed for this investigation. • Wick geotextile effectively reduced moisture content of silty sand with up to 15% fines while non-wicking woven geotextile served as a barrier to downward movement of moisture.

Geotextiles and GeomembranesVol. 52(6)
University of Kansas (US), Morehead State University (US)
Terrafix Geosynthetics, Mid-America Transportation Center, University of Nebraska-Lincoln
Climate action
Openalex Percentile: Top 8%
Geotechnical Engineering and Soil Stabilization
3.39
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