Comprehensive Slope Stability Analysis: Floods and Rapid Drawdown Triggered Road Slope Instability (A Case Study)

The risks of erosion to road embankments due to increased river water volume, particularly during flood events, often disrupt economic activities such as food and clothing distribution between locations. Therefore, this research investigated the critical impact of rapid drawdown on slope stability...

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Main Authors: Edward Ngii, Anafi Minmahddun, Suyuti Suyuti, Uniadi Mangidi, Fathur Rahman Rustan, Dwiprayogo Wibowo, Muhammad Nurdin
Format: Article
Language:Arabic
Published: Mustansiriyah University/College of Engineering 2025-07-01
Series:Journal of Engineering and Sustainable Development
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Online Access:https://jeasd.uomustansiriyah.edu.iq/index.php/jeasd/article/view/2811
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author Edward Ngii
Anafi Minmahddun
Suyuti Suyuti
Uniadi Mangidi
Fathur Rahman Rustan
Dwiprayogo Wibowo
Muhammad Nurdin
author_facet Edward Ngii
Anafi Minmahddun
Suyuti Suyuti
Uniadi Mangidi
Fathur Rahman Rustan
Dwiprayogo Wibowo
Muhammad Nurdin
author_sort Edward Ngii
collection DOAJ
description The risks of erosion to road embankments due to increased river water volume, particularly during flood events, often disrupt economic activities such as food and clothing distribution between locations. Therefore, this research investigated the critical impact of rapid drawdown on slope stability for road infrastructure adjacent to the Laeya River in Southeast Sulawesi, Indonesia. To achieve this aim, a comprehensive two-stage method was adopted, and the first included hydrological analysis to simulate flood water levels and predict rapid drawdown scenarios. In the second stage, a detailed geotechnical analysis through finite element method (FEM) was used to assess the stability of the slopes. Consequently, the research findings showed essential safety factor (SF) values under various conditions. The initial SF for the existing condition was 1.20, but after implementing treatment measures, such as slope geometry modification and soil compaction, the value improved to 1.54. However, during flood water level conditions, SF decreased to 1.50 due to the submergence of the slope base. Observation showed that rapid drawdown conditions led to a critical reduction in SF to 1.22, signifying the need for further research on the implications of drawdown. This research provided valuable perceptions and engineering solutions for improving slope stability in river-adjacent road infrastructure.
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publisher Mustansiriyah University/College of Engineering
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spelling doaj-art-2cbf0b67a7a84bf686c2ef9fb6ebdb1c2025-07-01T05:41:55ZaraMustansiriyah University/College of EngineeringJournal of Engineering and Sustainable Development2520-09172520-09252025-07-0129410.31272/jeasd.2811Comprehensive Slope Stability Analysis: Floods and Rapid Drawdown Triggered Road Slope Instability (A Case Study)Edward Ngii0https://orcid.org/0000-0002-5289-3205Anafi Minmahddun1https://orcid.org/0000-0002-0510-6205Suyuti Suyuti2https://orcid.org/0000-0002-2571-3141Uniadi Mangidi3https://orcid.org/0000-0002-7233-5905Fathur Rahman Rustan4https://orcid.org/0000-0002-7329-6450Dwiprayogo Wibowo5https://orcid.org/0000-0003-1546-3385Muhammad Nurdin6https://orcid.org/0000-0002-6727-9283Department of Civil Engineering, Faculty of Engineering, Universitas Halu Oleo, Kendari 93231, IndonesiaDepartment of Civil Engineering, Faculty of Engineering, Universitas Halu Oleo, Kendari 93231, IndonesiaDepartment of Civil Engineering, Faculty of Engineering, Universitas Khairun, Ternate 97719, IndonesiahairunDepartment of Civil Engineering, Faculty of Engineering, Universitas Halu Oleo, Kendari 93231, IndonesiaDepartment of Civil Engineering, Faculty of Engineering, Universitas Sembilanbeas November, Kolaka 93517, IndonesiaDepartment of Environmental Engineering, Faculty of Engineering, Universitas Muhammadiyah Kendari, Kendari 93115, IndonesiaDepartment of Chemistry, Faculty of Mathematics and Natural Science, Universitas Halu Oleo, Kendari 93231, Indonesia The risks of erosion to road embankments due to increased river water volume, particularly during flood events, often disrupt economic activities such as food and clothing distribution between locations. Therefore, this research investigated the critical impact of rapid drawdown on slope stability for road infrastructure adjacent to the Laeya River in Southeast Sulawesi, Indonesia. To achieve this aim, a comprehensive two-stage method was adopted, and the first included hydrological analysis to simulate flood water levels and predict rapid drawdown scenarios. In the second stage, a detailed geotechnical analysis through finite element method (FEM) was used to assess the stability of the slopes. Consequently, the research findings showed essential safety factor (SF) values under various conditions. The initial SF for the existing condition was 1.20, but after implementing treatment measures, such as slope geometry modification and soil compaction, the value improved to 1.54. However, during flood water level conditions, SF decreased to 1.50 due to the submergence of the slope base. Observation showed that rapid drawdown conditions led to a critical reduction in SF to 1.22, signifying the need for further research on the implications of drawdown. This research provided valuable perceptions and engineering solutions for improving slope stability in river-adjacent road infrastructure. https://jeasd.uomustansiriyah.edu.iq/index.php/jeasd/article/view/2811Geotechnical AssessmentHydrological AnalysisRapid DrawdownRoad InfrastructureSlope Stability
spellingShingle Edward Ngii
Anafi Minmahddun
Suyuti Suyuti
Uniadi Mangidi
Fathur Rahman Rustan
Dwiprayogo Wibowo
Muhammad Nurdin
Comprehensive Slope Stability Analysis: Floods and Rapid Drawdown Triggered Road Slope Instability (A Case Study)
Journal of Engineering and Sustainable Development
Geotechnical Assessment
Hydrological Analysis
Rapid Drawdown
Road Infrastructure
Slope Stability
title Comprehensive Slope Stability Analysis: Floods and Rapid Drawdown Triggered Road Slope Instability (A Case Study)
title_full Comprehensive Slope Stability Analysis: Floods and Rapid Drawdown Triggered Road Slope Instability (A Case Study)
title_fullStr Comprehensive Slope Stability Analysis: Floods and Rapid Drawdown Triggered Road Slope Instability (A Case Study)
title_full_unstemmed Comprehensive Slope Stability Analysis: Floods and Rapid Drawdown Triggered Road Slope Instability (A Case Study)
title_short Comprehensive Slope Stability Analysis: Floods and Rapid Drawdown Triggered Road Slope Instability (A Case Study)
title_sort comprehensive slope stability analysis floods and rapid drawdown triggered road slope instability a case study
topic Geotechnical Assessment
Hydrological Analysis
Rapid Drawdown
Road Infrastructure
Slope Stability
url https://jeasd.uomustansiriyah.edu.iq/index.php/jeasd/article/view/2811
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