Evaluation of the Water Shielding Performance of a Capillary Barrier System through a Small-Scale Model Test

Capillary barrier (CB) systems consisting of a fine-grained soil layer placed over a coarse-grained soil layer can generally provide a water-shielding effect, increasing the slope stability of soil structures during rainfall. In order to improve the water-shielding performance of CB systems, laborat...

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Main Author: Byeong-Su Kim
Format: Article
Language:English
Published: MDPI AG 2021-06-01
Series:Applied Sciences
Subjects:
Online Access:https://www.mdpi.com/2076-3417/11/11/5231
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spelling doaj-f901d84b52984f12b57152620a8bda992021-06-30T23:20:09ZengMDPI AGApplied Sciences2076-34172021-06-01115231523110.3390/app11115231Evaluation of the Water Shielding Performance of a Capillary Barrier System through a Small-Scale Model TestByeong-Su Kim0Graduate School of Environmental and Life Science, Okayama University, Okayama 700-8530, JapanCapillary barrier (CB) systems consisting of a fine-grained soil layer placed over a coarse-grained soil layer can generally provide a water-shielding effect, increasing the slope stability of soil structures during rainfall. In order to improve the water-shielding performance of CB systems, laboratory model tests have been previously conducted under various conditions; notably, large-scale model tests are especially required. The inefficiency in increasing the production time of CB models until now explains their high cost. In this paper, we propose a laboratory small-scale CB (SSCB) model test for a quick and efficient evaluation of the function of a CB system. In this model test, differently from previous studies, a side drainage flow in the direction of the inclined sand layer was set as the no-flow condition; moreover, the laboratory SSCB model tests were performed by considering three rainfall intensities (i.e., 20, 50, and 100 mm/h) under the lateral no-flow condition. The results showed that the larger the rainfall intensity, the shorter the diversion length was of the CB system. To evaluate the effectiveness of the SSCB model test proposed in this study, the diversion length was estimated by an empirical equation under the lateral flow condition based on hydraulic conductivity functions and the soil water characteristic curves of sand and gravel and then compared to the results of the SSCB model tests. It was hence demonstrated that the water-shielding performance of the CB system can be efficiently evaluated through SSCB model tests under the lateral no-flow condition, rather than through large-scale model tests.https://www.mdpi.com/2076-3417/11/11/5231small-scale capillary barrierlateral no-flow conditiondiversion lengthwater-shieldingwater retention characteristics
collection DOAJ
language English
format Article
sources DOAJ
author Byeong-Su Kim
spellingShingle Byeong-Su Kim
Evaluation of the Water Shielding Performance of a Capillary Barrier System through a Small-Scale Model Test
Applied Sciences
small-scale capillary barrier
lateral no-flow condition
diversion length
water-shielding
water retention characteristics
author_facet Byeong-Su Kim
author_sort Byeong-Su Kim
title Evaluation of the Water Shielding Performance of a Capillary Barrier System through a Small-Scale Model Test
title_short Evaluation of the Water Shielding Performance of a Capillary Barrier System through a Small-Scale Model Test
title_full Evaluation of the Water Shielding Performance of a Capillary Barrier System through a Small-Scale Model Test
title_fullStr Evaluation of the Water Shielding Performance of a Capillary Barrier System through a Small-Scale Model Test
title_full_unstemmed Evaluation of the Water Shielding Performance of a Capillary Barrier System through a Small-Scale Model Test
title_sort evaluation of the water shielding performance of a capillary barrier system through a small-scale model test
publisher MDPI AG
series Applied Sciences
issn 2076-3417
publishDate 2021-06-01
description Capillary barrier (CB) systems consisting of a fine-grained soil layer placed over a coarse-grained soil layer can generally provide a water-shielding effect, increasing the slope stability of soil structures during rainfall. In order to improve the water-shielding performance of CB systems, laboratory model tests have been previously conducted under various conditions; notably, large-scale model tests are especially required. The inefficiency in increasing the production time of CB models until now explains their high cost. In this paper, we propose a laboratory small-scale CB (SSCB) model test for a quick and efficient evaluation of the function of a CB system. In this model test, differently from previous studies, a side drainage flow in the direction of the inclined sand layer was set as the no-flow condition; moreover, the laboratory SSCB model tests were performed by considering three rainfall intensities (i.e., 20, 50, and 100 mm/h) under the lateral no-flow condition. The results showed that the larger the rainfall intensity, the shorter the diversion length was of the CB system. To evaluate the effectiveness of the SSCB model test proposed in this study, the diversion length was estimated by an empirical equation under the lateral flow condition based on hydraulic conductivity functions and the soil water characteristic curves of sand and gravel and then compared to the results of the SSCB model tests. It was hence demonstrated that the water-shielding performance of the CB system can be efficiently evaluated through SSCB model tests under the lateral no-flow condition, rather than through large-scale model tests.
topic small-scale capillary barrier
lateral no-flow condition
diversion length
water-shielding
water retention characteristics
url https://www.mdpi.com/2076-3417/11/11/5231
work_keys_str_mv AT byeongsukim evaluationofthewatershieldingperformanceofacapillarybarriersystemthroughasmallscalemodeltest
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