Landslide hazard mapping and bio-engineering solutions for riverbank stabilization in the Cisanggarung River Basin, Indonesia: A GIS-based approach
Landslides along riverbanks pose significant risks to infrastructure, human safety, and environmental stability. This study used a GIS-based approach to map landslide hazards and implement bio-engineering solutions for riverbank stabilization in the Cisanggarung River Basin (CRB), Indonesia. The analysis incorporated multiple parameters, including slope, soil type, land use, and riverbank characteristics, to identify potential landslide-prone areas. Data from DEMNAS, soil type maps, and land cover maps were processed using GIS tools to generate a comprehensive landslide hazard map. The results indicated that the upper and middle sections of the Cisanggarung River are particularly vulnerable to landslides, with high-risk areas identified based on slope gradients and soil sensitivity. The study further evaluated the suitability of bio-engineering techniques, such as vegetation-based stabilization, to mitigate landslide risks. The proposed solutions were focused on the highest-risk points, which were determined through scoring analysis of the identified parameters. This research provides critical insights for local authorities and environmental planners, offering a practical framework for landslide risk management and sustainable riverbank restoration in the region.
Authors
- Nicco Plamonia (ORCID: https://orcid.org/0000-0002-6308-7946)
- Dwi Kuncoro
- Atie Tri Juniati
- Dwi Ariyani (ORCID: https://orcid.org/0000-0003-3312-7780)
- Muhammad Fitrah (ORCID: https://orcid.org/0000-0002-6431-4960)
Institutions
- Pancasila University (ID)
- Public Works Research Institute (JP)
- National Nuclear Energy Agency of Indonesia (ID)
- National Research and Innovation Agency (ID)
Publication Details
- Journal
- Journal of Degraded and Mining Lands Management
- Published
- 2025-03-31
- DOI
- https://doi.org/10.15243/jdmlm.2025.123.7637
- Primary Topic
- Geological and Geophysical Studies
- Type
- article
- Field-Weighted Citation Impact
- 0.00