Devraj Dhakal, Kanwarpreet Singh, Damandeep Kaur, Sahil Verma, Abdullah H. Alsabhan, Shamshad Alam, Osamah J. Al-sareji, Randeep, Kavita
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引用次数: 0
Abstract
Landslides pose significant risks to infrastructure and human life, particularly in mountainous regions like Lahaul and Spiti in Himachal Pradesh, India. This study focuses on assessing the vulnerability of road networks with landslide risks serving as the primary environmental hazard. Using a combination of machine learning algorithms and traditional statistical methods, the study develops road network vulnerability maps to identify segments most at risk of disruption. The models applied include Logistic Regression (LR), Adaboost, Neural Networks (Nnet), SVM Radial, Random Forest (RF), MARS, Information Value (IV), Frequency Ratio (FR), and Weight of Evidence (WoE). The Random Forest (RF) model performed best, achieving an AUC of 0.954, and was used to generate a detailed road vulnerability map. The findings indicate that 60% of National Highway 3 (NH3) and 48.59% of State Highway 26 (SH26) fall within high-risk zones, largely due to slope and proximity to rivers. The results provide critical insights for road planners and disaster management agencies to develop targeted interventions in high-risk areas. The study highlights the importance of integrating landslide susceptibility in road network planning and recommends the future use of real-time data for more accurate predictions.
期刊介绍:
Engineering geology is defined in the statutes of the IAEG as the science devoted to the investigation, study and solution of engineering and environmental problems which may arise as the result of the interaction between geology and the works or activities of man, as well as of the prediction of and development of measures for the prevention or remediation of geological hazards. Engineering geology embraces:
• the applications/implications of the geomorphology, structural geology, and hydrogeological conditions of geological formations;
• the characterisation of the mineralogical, physico-geomechanical, chemical and hydraulic properties of all earth materials involved in construction, resource recovery and environmental change;
• the assessment of the mechanical and hydrological behaviour of soil and rock masses;
• the prediction of changes to the above properties with time;
• the determination of the parameters to be considered in the stability analysis of engineering works and earth masses.