Pixel-level landslide stability mapping based on three-dimensional time-series InSAR monitoring and dynamics factors extraction

Conventional methods for evaluating landslide stability based on physical-mechanical properties and deformation often fail to accurately capture engineering geological conditions and spatiotemporal kinematic evolution across entire slopes. In this study, we propose a pixel-level landslide stability...

Descripción completa

Detalles Bibliográficos
Autores: Lv J., Zhang R., Monserrat O., Mao W., Bao X., Wu R., Liu G.
Tipo de recurso: artículo
Estado:Versión publicada
Fecha de publicación:2026
País:España
Institución:Centre Tecnològic de Telecomunicacions de Catalunya (CTTC)
Repositorio:r-CTTC. Repositorio Institucional Producción Científica del Centre Tecnològic de Telecomunicacions de Catalunya (CTTC)
OAI Identifier:oai:dnet:r-cttc______::3f9b22e4d680cfcd60b1751f99644a30
Acceso en línea:https://cttc.fundanetsuite.com/Publicaciones/ProdCientif/PublicacionFrw.aspx?id=8973
https://www.scopus.com/pages/publications/105036592376?origin=resultslist
Access Level:acceso abierto
Palabra clave:Displacement vector angle
Interferometric synthetic aperture radar (InSAR)
Landslide stability
Sela landslide
Xiongba landslide
Descripción
Sumario:Conventional methods for evaluating landslide stability based on physical-mechanical properties and deformation often fail to accurately capture engineering geological conditions and spatiotemporal kinematic evolution across entire slopes. In this study, we propose a pixel-level landslide stability mapping method that uses three-dimensional time-series interferometric synthetic aperture radar (InSAR) monitoring and dynamic factor extraction. The method was applied to two reactivated landslides, Xiongba and Sela, in Gongjue County, Tibet. Using 212 Sentinel-1 ascending and descending orbit images (acquired between 2017 and 2021), we derived line-of-sight (LOS) deformation velocities using the Small Baseline Subset (SBAS) InSAR technique. Subsequently, these velocities were decomposed into full three-dimensional displacements based on a surface-parallel flow assumption and Helmert variance component estimation. A dual-parameter stability criterion combining the displacement vector angle and rate was established and compared with the traditional tangential angle method by integrating kinematics with elastoplastic principles. The results show that the new criterion effectively reduces sensitivity to deformation fluctuations and reveals dominant elastic deformation in both landslides, controlled by Poisson's ratio and stress proportionality. The Xiongba source area, platform, and front edges correspond to the plastic, initial, and elastic stages, respectively, while the Sela landslide exhibits elastic, plastic, and sliding stages, both of which contain secondary deformation zones. Meteorological data analysis identified the Jinsha River's scouring erosion and seasonal heavy rainfall as the primary external factors triggering landslide reactivation. Additionally, the 2018 Baige landslide-dam burst disaster chain further worsened the Xiongba landslide deformation. These findings offer valuable insights for future disaster prevention efforts. © 2026 Institute of Rock and Soil Mechanics, Chinese Academy of Sciences