Research on calculation of slope failures considering unstable transient surface due to rain
Slope landslides are one of the natural hazards that are gradually appearing more and more in number and intensity, causing serious damage to people, property, and infrastructure. Many studies have shown that climatic factors such as rainfall and human activities are important causes of landslides....
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| Format: | Article |
| Language: | English |
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The University of Danang
2024-11-01
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| Series: | Tạp chí Khoa học và Công nghệ |
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| Online Access: | https://jst-ud.vn/jst-ud/article/view/9582 |
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| author | Trung Quan NGUYEN Huy Cong VU Ly Trieu PHAM Le Thuan NGUYEN Van Huong NGUYEN |
| author_facet | Trung Quan NGUYEN Huy Cong VU Ly Trieu PHAM Le Thuan NGUYEN Van Huong NGUYEN |
| author_sort | Trung Quan NGUYEN |
| collection | DOAJ |
| description | Slope landslides are one of the natural hazards that are gradually appearing more and more in number and intensity, causing serious damage to people, property, and infrastructure. Many studies have shown that climatic factors such as rainfall and human activities are important causes of landslides. The infiltration of rainfall changes the water content of the unsaturated zone (Vadose Zone), thereby causing instability. In this study, a 2-dimensional slope stability model was established using the seepage analysis module (SEEP/W) and stability (SLOPE/W), which considers the impact of rainfall changes, the existence of tree canopy and trunk, the soil reinforcement effect of tree roots, water absorption of tree roots, and the impact of tree roots on soil permeability, thereby calculating slope stability, applied to the Dak Pring hydropower plant project (Cha Val commune, Nam Giang district, Quang Nam province). The paper aims at a more comprehensive and detailed approach to seepage - slope stability calculation models than traditional solutions. |
| format | Article |
| id | doaj-art-1a02c310a6fe48e789d312c986916b0c |
| institution | OA Journals |
| issn | 1859-1531 |
| language | English |
| publishDate | 2024-11-01 |
| publisher | The University of Danang |
| record_format | Article |
| series | Tạp chí Khoa học và Công nghệ |
| spelling | doaj-art-1a02c310a6fe48e789d312c986916b0c2025-08-20T02:14:31ZengThe University of DanangTạp chí Khoa học và Công nghệ1859-15312024-11-01899610.31130/ud-jst.2024.564E9576Research on calculation of slope failures considering unstable transient surface due to rainTrung Quan NGUYEN0Huy Cong VU1Ly Trieu PHAM2Le Thuan NGUYEN3Van Huong NGUYEN4The University of Danang - University of Science and Technology, VietnamThe University of Danang - University of Science and Technology, VietnamThe University of Danang - University of Science and Technology, VietnamCentral Rural Electric Project Management Board - Central Power Corporation, VietnamThe University of Danang - University of Science and Technology, VietnamSlope landslides are one of the natural hazards that are gradually appearing more and more in number and intensity, causing serious damage to people, property, and infrastructure. Many studies have shown that climatic factors such as rainfall and human activities are important causes of landslides. The infiltration of rainfall changes the water content of the unsaturated zone (Vadose Zone), thereby causing instability. In this study, a 2-dimensional slope stability model was established using the seepage analysis module (SEEP/W) and stability (SLOPE/W), which considers the impact of rainfall changes, the existence of tree canopy and trunk, the soil reinforcement effect of tree roots, water absorption of tree roots, and the impact of tree roots on soil permeability, thereby calculating slope stability, applied to the Dak Pring hydropower plant project (Cha Val commune, Nam Giang district, Quang Nam province). The paper aims at a more comprehensive and detailed approach to seepage - slope stability calculation models than traditional solutions.https://jst-ud.vn/jst-ud/article/view/9582slope erosionunsaturated zonerainfallseepagestability |
| spellingShingle | Trung Quan NGUYEN Huy Cong VU Ly Trieu PHAM Le Thuan NGUYEN Van Huong NGUYEN Research on calculation of slope failures considering unstable transient surface due to rain Tạp chí Khoa học và Công nghệ slope erosion unsaturated zone rainfall seepage stability |
| title | Research on calculation of slope failures considering unstable transient surface due to rain |
| title_full | Research on calculation of slope failures considering unstable transient surface due to rain |
| title_fullStr | Research on calculation of slope failures considering unstable transient surface due to rain |
| title_full_unstemmed | Research on calculation of slope failures considering unstable transient surface due to rain |
| title_short | Research on calculation of slope failures considering unstable transient surface due to rain |
| title_sort | research on calculation of slope failures considering unstable transient surface due to rain |
| topic | slope erosion unsaturated zone rainfall seepage stability |
| url | https://jst-ud.vn/jst-ud/article/view/9582 |
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