2020
DOI: 10.3390/rs12101541
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Regional Recognition and Classification of Active Loess Landslides Using Two-Dimensional Deformation Derived from Sentinel-1 Interferometric Radar Data

Abstract: Identification and classification of landslides is a preliminary and crucial work for landslide risk assessment and hazard mitigation. The exploitation of surface deformation velocity derived from satellite synthetic aperture radar interferometry (InSAR) is a consolidated and suitable procedure for the recognition of active landslides over wide areas. However, the calculated displacement velocity from InSAR is one-dimensional motion along the satellite line of sight (LOS), representing a major hurdle for lands… Show more

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Cited by 24 publications
(7 citation statements)
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“…Based on the incidence angle shown in Figure 7a, the displacement direction of the slope is toward the LOS direction of the ascending SAR satellite. If the displacement toward the west direction is greater than that of the vertical downward direction, it will be easily prone to this anomalous phenomenon [47][48][49][50].…”
Section: Resultsmentioning
confidence: 99%
“…Based on the incidence angle shown in Figure 7a, the displacement direction of the slope is toward the LOS direction of the ascending SAR satellite. If the displacement toward the west direction is greater than that of the vertical downward direction, it will be easily prone to this anomalous phenomenon [47][48][49][50].…”
Section: Resultsmentioning
confidence: 99%
“…Specifically, the landslide crown showed steep vertical deformation at the top zone reaching 1 m. After 3 days, the aftershock caused landslide reactivation to the west (the growth of the landslide), mainly at the same location of the landslide crown with an increment in the downward subsidence to be 2 m. Vertical velocity of −30 mm/year, and the flanks showed lateral shear movement causing tilting and damage to the inhabitants' building, providing this region with a horizontal displacement rate of −10 mm/year to the west. Although the landslide's toe (found at the accumulation zone) exhibited arc‐shaped fissures, its dominant direction tended to be E‐W displacement at a rate approximately −20 mm/year due to radial cracks (see Figures 6 and 7) (Intrieri, Frodella, Raspini, Bardi, & Tofani, 2020; Meng et al, 2020; Peng, Xu, Liu, et al, 2018). The velocity profile was plotted with the geological cross section shown in Figure 10a, considering the thickness of the clay layer (150 m depth) and the characteristics of being affected by the repeating wet–dry seasons (Figure 11a; North et al, 2017).…”
Section: Discussionmentioning
confidence: 99%
“…-Use the InSAR in the aftermath of an earthquake in order to identify the geotechnical disorders, their extent and locations. The Differential radar interferometry and the Coherence Changes Detection are the most adapted methods for ground and soil surfaces changes detection (Jung and Yun, 2020;Meng et al, 2020;Pawluszek-Filipiak and Borkowski, 2020;Tampuu et al, 2020;Tzouvaras et al, 2020). A city, Mila, in Northern Algeria, is considered as the pilot study.…”
Section: Satellite Images and Methods -Case Studymentioning
confidence: 99%