Analyzing the effects of eco-DRR practices on slope stability in a landslide-prone transport corridor in the Western Ghats, India

Landslides pose a significant threat to infrastructure and human life, especially in mountainous roads that have poorly protected slopes. This study focuses on the Kallar-Ponmudi road corridor in the Western Ghats of Kerala, India, which is susceptible to rainfall-induced shallow landslides. To assess slope stability, we used the Transient Rainfall Infiltration and Grid-Based Regional Slope-Stability (TRIGRS) model, a physics-based, GIS-integrated FORTRAN program that simulates the timing and distribution of shallow landslides triggered by rainfall. Using this model, high susceptibility regions were selected to evaluate the effectiveness of different ecosystem-based disaster risk reduction (eco-DRR) measures in stabilizing the slopes. Initially, geotechnical parameters were derived from soil samples collected from these selected unstable slopes and used in the laboratory to recreate (simulate) real-field conditions. Five different slope conditions were tested under artificial rainfall: natural (unprotected), jute mesh, synthetic mesh, shallow-rooted grass, and deep-rooted vegetation. Jute mesh is selected for its affordability, biodegradability, and excellent soil contact, which supports vegetation growth and regulates surface erosion whereas synthetic mesh is included for its durability, adaptability, and effectiveness in reinforcing soil and improving drainage. Vegetative solutions using shallow- and deep-rooted species are considered due to their ability to strengthen soil through root reinforcement. Additionally, shallow roots reduce surface erosion whereas deep roots facilitate improved shear strength and subsurface stability, while also being readily available and low-cost. The results show that vegetative measures, particularly deep-rooted plants like vetiver grass, significantly enhanced slope stability compared to other reinforcements. Thus, this study highlights the importance of site-specific ecological interventions in improving road resilience in landslide-prone terrains, giving much impetus to eco-DRR measures.

Institutions

Publication Details

Journal
International Journal of Disaster Studies and Climate Resilience
Published
2025-04-26
DOI
https://doi.org/10.64866/j.ijdscr.2025.10004
Primary Topic
Geochemistry and Geologic Mapping
Type
article
Field-Weighted Citation Impact
0.00
Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
article

Analyzing the effects of eco-DRR practices on slope stability in a landslide-prone transport corridor in the Western Ghats, India

International Journal of Disaster Studies and Climate Resilience
Geochemistry and Geologic Mapping
article

Analyzing the effects of eco-DRR practices on slope stability in a landslide-prone transport corridor in the Western Ghats, India

article en

Abstract

Landslides pose a significant threat to infrastructure and human life, especially in mountainous roads that have poorly protected slopes. This study focuses on the Kallar-Ponmudi road corridor in the Western Ghats of Kerala, India, which is susceptible to rainfall-induced shallow landslides. To assess slope stability, we used the Transient Rainfall Infiltration and Grid-Based Regional Slope-Stability (TRIGRS) model, a physics-based, GIS-integrated FORTRAN program that simulates the timing and distribution of shallow landslides triggered by rainfall. Using this model, high susceptibility regions were selected to evaluate the effectiveness of different ecosystem-based disaster risk reduction (eco-DRR) measures in stabilizing the slopes. Initially, geotechnical parameters were derived from soil samples collected from these selected unstable slopes and used in the laboratory to recreate (simulate) real-field conditions. Five different slope conditions were tested under artificial rainfall: natural (unprotected), jute mesh, synthetic mesh, shallow-rooted grass, and deep-rooted vegetation. Jute mesh is selected for its affordability, biodegradability, and excellent soil contact, which supports vegetation growth and regulates surface erosion whereas synthetic mesh is included for its durability, adaptability, and effectiveness in reinforcing soil and improving drainage. Vegetative solutions using shallow- and deep-rooted species are considered due to their ability to strengthen soil through root reinforcement. Additionally, shallow roots reduce surface erosion whereas deep roots facilitate improved shear strength and subsurface stability, while also being readily available and low-cost. The results show that vegetative measures, particularly deep-rooted plants like vetiver grass, significantly enhanced slope stability compared to other reinforcements. Thus, this study highlights the importance of site-specific ecological interventions in improving road resilience in landslide-prone terrains, giving much impetus to eco-DRR measures.

International Journal of Disaster Studies and Climate ResilienceVol. 1(1 Jan-Jun 2025)
University of Kerala (IN), APJ Abdul Kalam Technological University (IN)
Sustainable cities and communities
Openalex Percentile: Top 36%
Geochemistry and Geologic Mapping
AI Navigator

Ask Laika to Summarize, Analyze, and Connect papers live on the map.

Summarize Papers & Methodologies

Extract key findings, datasets, and comparative methods across publications.

Benchmark Rankings & Visual Analytics

Rank top research institutions, authors, funders, topics, and journals by Field-Weighted Citation Impact (FWCI) and paper volume with instant charts.

Connect Distant Disciplines

Bridge topological clusters on the map to find hidden collaborative intersections.