Transient volume water content analysis of unsaturated soil slopes considering two-dimensional rainfall infiltration

Rainfall is one of the key factors of unsaturated soil slope instability and the strength of unsaturated soils is closely related to volume water content. Considering two-dimensional rainfall infiltration, on the basis of the Darcy seepage theorem and mass conservation law of unsaturated soils, this...

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Main Authors: FU Jian-xin, SONG Wei-dong, DU Jian-hua
Format: Article
Language:zho
Published: Science Press 2015-04-01
Series:工程科学学报
Subjects:
Online Access:http://cje.ustb.edu.cn/article/doi/10.13374/j.issn2095-9389.2015.04.002
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author FU Jian-xin
SONG Wei-dong
DU Jian-hua
author_facet FU Jian-xin
SONG Wei-dong
DU Jian-hua
author_sort FU Jian-xin
collection DOAJ
description Rainfall is one of the key factors of unsaturated soil slope instability and the strength of unsaturated soils is closely related to volume water content. Considering two-dimensional rainfall infiltration, on the basis of the Darcy seepage theorem and mass conservation law of unsaturated soils, this paper constructed a two-dimensional infiltration model of unsaturated soils and coded a MATLAB program based on an alternating-direction-implicit (ADI) finite difference method which is used to numerical calculations to study the transient volume water content distribution at different slope locations under different rainfall conditions. The results show that the volume water content changes with the horizontal distance and depth. Moreover, the volume water content at the slope surface changes far greater than that at the deep part. The smaller the initial volume water content is, the greater the change in volume water content of the slope is, which is disadvantageous to slope stability.
format Article
id doaj-art-51e309a30a5c4869918f1dbd4f39f5fb
institution OA Journals
issn 2095-9389
language zho
publishDate 2015-04-01
publisher Science Press
record_format Article
series 工程科学学报
spelling doaj-art-51e309a30a5c4869918f1dbd4f39f5fb2025-08-20T02:17:04ZzhoScience Press工程科学学报2095-93892015-04-0137440741310.13374/j.issn2095-9389.2015.04.002Transient volume water content analysis of unsaturated soil slopes considering two-dimensional rainfall infiltrationFU Jian-xinSONG Wei-dongDU Jian-huaRainfall is one of the key factors of unsaturated soil slope instability and the strength of unsaturated soils is closely related to volume water content. Considering two-dimensional rainfall infiltration, on the basis of the Darcy seepage theorem and mass conservation law of unsaturated soils, this paper constructed a two-dimensional infiltration model of unsaturated soils and coded a MATLAB program based on an alternating-direction-implicit (ADI) finite difference method which is used to numerical calculations to study the transient volume water content distribution at different slope locations under different rainfall conditions. The results show that the volume water content changes with the horizontal distance and depth. Moreover, the volume water content at the slope surface changes far greater than that at the deep part. The smaller the initial volume water content is, the greater the change in volume water content of the slope is, which is disadvantageous to slope stability.http://cje.ustb.edu.cn/article/doi/10.13374/j.issn2095-9389.2015.04.002unsaturated soil slopesslope stability analysiswater contentmathematical modelsalternating direction implicit methodfinite difference method
spellingShingle FU Jian-xin
SONG Wei-dong
DU Jian-hua
Transient volume water content analysis of unsaturated soil slopes considering two-dimensional rainfall infiltration
工程科学学报
unsaturated soil slopes
slope stability analysis
water content
mathematical models
alternating direction implicit method
finite difference method
title Transient volume water content analysis of unsaturated soil slopes considering two-dimensional rainfall infiltration
title_full Transient volume water content analysis of unsaturated soil slopes considering two-dimensional rainfall infiltration
title_fullStr Transient volume water content analysis of unsaturated soil slopes considering two-dimensional rainfall infiltration
title_full_unstemmed Transient volume water content analysis of unsaturated soil slopes considering two-dimensional rainfall infiltration
title_short Transient volume water content analysis of unsaturated soil slopes considering two-dimensional rainfall infiltration
title_sort transient volume water content analysis of unsaturated soil slopes considering two dimensional rainfall infiltration
topic unsaturated soil slopes
slope stability analysis
water content
mathematical models
alternating direction implicit method
finite difference method
url http://cje.ustb.edu.cn/article/doi/10.13374/j.issn2095-9389.2015.04.002
work_keys_str_mv AT fujianxin transientvolumewatercontentanalysisofunsaturatedsoilslopesconsideringtwodimensionalrainfallinfiltration
AT songweidong transientvolumewatercontentanalysisofunsaturatedsoilslopesconsideringtwodimensionalrainfallinfiltration
AT dujianhua transientvolumewatercontentanalysisofunsaturatedsoilslopesconsideringtwodimensionalrainfallinfiltration