Sar integrated techniques for geohazard assessment
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Cited by (43)
Estimation of ground subsidence of New Delhi, India using PS-InSAR technique and Multi-sensor Radar data
2022, Advances in Space ResearchExploring event landslide mapping using Sentinel-1 SAR backscatter products
2022, GeomorphologyCitation Excerpt :SAR systems illuminate the ground with an electromagnetic wave in the microwave spectral range, and record the amplitude and the phase of the backscattered signal. SAR amplitude derived products, including intensity and some derived backscatter coefficients, have been used to identify and map landslides with a photo-interpretative approach since 1995 (Singhroy, 1995; Vargas Cuervo, 1997; Chorowicz et al., 1998; Singhroy et al., 1998; Mondini et al., 2019), and only recently with quantitative methods (Mondini, 2017; Konishi and Suga, 2018a, 2018b; Ge et al., 2019; Uemoto et al., 2019). Singhroy, (1995) complemented traditional methods used for landslide inventories in the Lower Fraser Valley, Canada, through a description of the landslide features (i.e. slide scars, rupture line, debris lobe), in 6-m resolution C-HH-band, airborne SAR images in combination with Landsat Thematic Mapper (TM) optical images.
Landslide failures detection and mapping using Synthetic Aperture Radar: Past, present and future
2021, Earth-Science ReviewsCitation Excerpt :Despite the inherent difficulties, we encourage the exploitation and testing of fully-polarimetric imagery for landslide failure detection and mapping (Table 2). Third, we note that studies that experimented with the combination or the “fusion” of SAR products with other imagery or products are rare (e.g., Singhroy, 1995; Singhroy et al., 1998; Mwaniki et al., 2017). The experiments were limited to the combined, visual interpretation of optical-based and SAR-based products.
Composite rock slope kinematics at the current Randa instability, Switzerland, based on remote sensing and numerical modeling
2011, Engineering GeologyCitation Excerpt :While the kinematics do not change dramatically for changing the strength of sets F4 and F5, decreasing the strength of sets F1 and F2 significantly promotes toppling. Based on a numerical study, Sjöberg (2000) also showed that toppling is favored over sliding with decreasing strength of toppling discontinuities. Choosing a percentage of rock bridges below 8% for set F2 results in toppling also in the lower regions of the instability.
Research on A Special Hyper-Pixel for SAR Radiometric Monitoring
2023, Remote Sensing