A GIS-Based Kinematic Analysis for Jointed Rock Slope Stability: An Application to Himalayan Slopes

• Published in: Land (Basel) 2023-02, Vol.12 (2), p.402
• Main Authors: Kundu, Jagadish, Sarkar, Kripamoy, Ghaderpour, Ebrahim, Scarascia Mugnozza, Gabriele, Mazzanti, Paolo
• Format: Article
• Language: English
• Subjects: Algorithms; Decision making; Environmental aspects; Failure; Geographic information systems; GIS; Himalayas; Jointed rock; kinematic analysis; Kinematics; Landslides; Landslides & mudslides; Measurement; Mechanical properties; Morphology; Mountain regions; Mountains; Open source software; Risk assessment; Rocks; Slope stability; Slopes (Physical geography); software; Spatial analysis; Stability analysis; Susceptibility; Unmanned aerial vehicles
• ISSN: 2073-445X; 2073-445X
• DOI: 10.3390/land12020402

GIS-based kinematic stability analysis in rock slopes is a rare practice in geological engineering despite its immense potential to delineate unstable zones in a mountainous region. In this article, we have used a GIS-based modified technique to assess the efficiency of kinematic analysis in predicting shallow landslides in the rock slopes of the Himalayan mountains on a regional scale. The limited use of this technique is primarily due to the complexities involved in its practical application. To make this technique more effective and convenient usability, we present modified methods and a new application, ‘GISMR’, that works with the aid of GIS software for the determination of kinematic susceptibility. A modified kinematic analysis method was implemented to define the stability in terms of failure susceptibility on a scale of 0 to 100 rather than a conservative result, such as failure or non-failure. We also present another functionality of the GISMR that provides optimised slope angles over a region. This functionality could aid the decision-making process when selecting a suitable location for a road path or other engineering constructions that are impacted by unstable mountain slopes. The applicability of this new method was demonstrated in a rock failure-prone region in the mountains of the Indian Himalayas. The outcomes delineate the unstable slopes in the region, which are intersected by a strategic National Highway 05 and have a long history of landslide-related hazards. It was found that 9.61% of the area is susceptible to failure. However, 2.28% is classified as a low susceptible region, and 2.58% of the area is very-low susceptible. The regions with moderately high, high, and very-high susceptibility cover 2.78%, 1.49%, and 0.46% of the whole area, respectively. The results were evaluated by receiver operating characteristic curve and a frequency ratio method to represent the association between kinematic susceptibility and the mass movement inventory in the area. It is concluded that kinematic susceptibility has a strong relationship with landslide activity in the rock slopes of the Himalayan region.