Research on calculation of slope failures considering unstable transient surface due to rain Article Swipe
Nguyễn Tiến Thành
,
Huy Cong Vu
,
Ly Trieu Pham
,
Linh T. Nguyen
,
Van Thinh Nguyen
·
YOU?
·
· 2024
· Open Access
·
· DOI: https://doi.org/10.31130/ud-jst.2024.564e
YOU?
·
· 2024
· Open Access
·
· DOI: https://doi.org/10.31130/ud-jst.2024.564e
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.
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Metadata
- Type
- article
- Language
- en
- Landing Page
- https://doi.org/10.31130/ud-jst.2024.564e
- OA Status
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- Related Works
- 10
- OpenAlex ID
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All OpenAlex metadata
Raw OpenAlex JSON
- OpenAlex ID
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https://openalex.org/W4405592297Canonical identifier for this work in OpenAlex
- DOI
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https://doi.org/10.31130/ud-jst.2024.564eDigital Object Identifier
- Title
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Research on calculation of slope failures considering unstable transient surface due to rainWork title
- Type
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articleOpenAlex work type
- Language
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enPrimary language
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2024Year of publication
- Publication date
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2024-11-30Full publication date if available
- Authors
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Nguyễn Tiến Thành, Huy Cong Vu, Ly Trieu Pham, Linh T. Nguyen, Van Thinh NguyenList of authors in order
- Landing page
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https://doi.org/10.31130/ud-jst.2024.564ePublisher landing page
- Open access
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YesWhether a free full text is available
- OA status
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diamondOpen access status per OpenAlex
- OA URL
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https://doi.org/10.31130/ud-jst.2024.564eDirect OA link when available
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Transient (computer programming), Surface (topology), Geology, Slope failure, Meteorology, Mechanics, Environmental science, Mathematics, Geometry, Geotechnical engineering, Computer science, Physics, Slope stability, Operating systemTop concepts (fields/topics) attached by OpenAlex
- Cited by
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0Total citation count in OpenAlex
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10Other works algorithmically related by OpenAlex
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| abstract_inverted_index.instability. | 61 |
| abstract_inverted_index.2-dimensional | 66 |
| abstract_inverted_index.comprehensive | 143 |
| abstract_inverted_index.permeability, | 115 |
| abstract_inverted_index.reinforcement | 97 |
| abstract_inverted_index.infrastructure. | 26 |
| cited_by_percentile_year | |
| countries_distinct_count | 0 |
| institutions_distinct_count | 5 |
| citation_normalized_percentile.value | 0.41524187 |
| citation_normalized_percentile.is_in_top_1_percent | False |
| citation_normalized_percentile.is_in_top_10_percent | False |