Int. Arch. Photogramm. Remote Sens. Spatial Inf. Sci., XL-8, 35-38, 2014
https://doi.org/10.5194/isprsarchives-XL-8-35-2014
© Author(s) 2014. This work is distributed under
the Creative Commons Attribution 3.0 License.
 
27 Nov 2014
Assessment of slope stability using PS-InSAR technique
R. Dwivedi1, P. Varshney1, A. Tiwari2, A. K. Singh2, and O. Dikshit1 1Geographic Information System (GIS) Cell, MNNIT Allahabad, Allahabad-211004, UP
2Department of Civil Engineering, IIT Kanpur, Kanpur-208016, UP
Keywords: PS-InSAR, Landslide, StaMPS, Deformation Abstract. In this research work, PS-InSAR approach is envisaged to monitor slope stability of landslides prone areas in Nainital and Tehri region of Uttarakhand, India. For the proposed work, Stanford Method for Persistent Scatterers (StaMPS) based PS-InSAR is used for processing ENVISAT ASAR C-Band data stacks of study area which resulted in a time series 1D-Line of Sight (LOS) map of surface displacement. StaMPS efficiently extracted the PS pixels on the unstable slopes in both areas and the time series 1D-LOS displacement map of PS pixels indicates that those areas in Nainital and Tehri region have measurement pixels with maximum displacement away from the satellite of the order of 22 mm/year and 17.6 mm/year respectively
Conference paper (PDF, 1215 KB)


Citation: Dwivedi, R., Varshney, P., Tiwari, A., Singh, A. K., and Dikshit, O.: Assessment of slope stability using PS-InSAR technique, Int. Arch. Photogramm. Remote Sens. Spatial Inf. Sci., XL-8, 35-38, https://doi.org/10.5194/isprsarchives-XL-8-35-2014, 2014.

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