Please use this identifier to cite or link to this item: https://dspace.iiti.ac.in/handle/123456789/17051
Full metadata record
DC FieldValueLanguage
dc.contributor.authorGupta, Kunalen_US
dc.contributor.authorSatyam, Neelima D.en_US
dc.date.accessioned2025-10-31T17:40:59Z-
dc.date.available2025-10-31T17:40:59Z-
dc.date.issued2026-
dc.identifier.citationGupta, K., & Satyam, N. D. (2026). Enhancing Landslide Hazard Assessment Using Monte Carlo Simulations and Improved Soil Thickness Mapping in Uttarakhand, India. Natural Hazards Review, 27(1). https://doi.org/10.1061/NHREFO.NHENG-2449en_US
dc.identifier.issn1527-6988-
dc.identifier.otherEID(2-s2.0-105018574389)-
dc.identifier.urihttps://dx.doi.org/10.1061/NHREFO.NHENG-2449-
dc.identifier.urihttps://dspace.iiti.ac.in:8080/jspui/handle/123456789/17051-
dc.description.abstractLandslides are a major threat to communities and infrastructure in mountainous regions, highlighting the need for precise landslide hazard assessments to enhance risk management strategies. This study aimed to enhance landslide hazard assessment methodologies by incorporating Monte Carlo simulation (MCS) and refining soil thickness mapping techniques. The study area, a crucial road section situated in the Joshimath region of Uttarakhand, India, is characterized by steep terrain and high rainfall intensity, making it prone to landslides triggered by transient rainfall infiltration. Previous studies have identified limitations in existing methodologies, particularly regarding the characterization of uncertainties in geotechnical and hydrological factors and the accuracy of soil thickness mapping. To address these limitations, the present study applied MCS separately for each layer within the transient rainfall infiltration and grid-based regional slope-stability (TRIGRS) model, allowing for a detailed understanding of uncertainties associated with key factors such as cohesion, soil unit weight, and internal friction angle. Additionally, the study developed the geomorphologically indexed soil thickness (GIST)-MCS model for soil thickness mapping, leveraging its higher accuracy compared to traditional models such as the Z-model. The findings of the study indicate that the MCS-based approach offers a pragmatic improvement in the accuracy and reliability of landslide hazard assessments by enabling better estimations of factor of safety values. Furthermore, the GIST-MCS model presents an alternative modeling approach that enhances both the accuracy of soil thickness estimation and computational efficiency. This improvement contributes to the generation of more reliable landslide hazard maps. The results highlight the value of adopting advanced and efficient modeling techniques to strengthen landslide risk assessment and support more effective mitigation strategies in the Joshimath region and other landslide-prone areas worldwide. © 2025 Elsevier B.V., All rights reserved.en_US
dc.language.isoenen_US
dc.publisherAmerican Society of Civil Engineers (ASCE)en_US
dc.sourceNatural Hazards Reviewen_US
dc.subjectLandslideen_US
dc.subjectMonte Carlo simulations (MCS)en_US
dc.subjectProbabilityen_US
dc.subjectRainfallen_US
dc.subjectTransient rainfall infiltration and grid-based regional slope-stability (TRIGRS) modelen_US
dc.titleEnhancing Landslide Hazard Assessment Using Monte Carlo Simulations and Improved Soil Thickness Mapping in Uttarakhand, Indiaen_US
dc.typeJournal Articleen_US
Appears in Collections:Department of Civil Engineering

Files in This Item:
There are no files associated with this item.


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.

Altmetric Badge: