2013
DOI: 10.1016/j.rse.2012.09.020
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Multi-sensor advanced DInSAR monitoring of very slow landslides: The Tena Valley case study (Central Spanish Pyrenees)

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Cited by 256 publications
(146 citation statements)
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“…Our L-band results and X-band results are complementary; thus, the L-band data are more suitable for long-term monitoring and the X-band data for short-term monitoring of unstable slopes in the mountainous regions of Southern Kyrgyzstan. Similar observations of the performance of L-band ALOS data compared with X-band and C-band data have been made in the Tena Valley of the Central Spanish Pyrenees [3]. However, the X-band data preserve the spatial details and short-term slope deformations well.…”
Section: Sbas Results Assessmentsupporting
confidence: 71%
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“…Our L-band results and X-band results are complementary; thus, the L-band data are more suitable for long-term monitoring and the X-band data for short-term monitoring of unstable slopes in the mountainous regions of Southern Kyrgyzstan. Similar observations of the performance of L-band ALOS data compared with X-band and C-band data have been made in the Tena Valley of the Central Spanish Pyrenees [3]. However, the X-band data preserve the spatial details and short-term slope deformations well.…”
Section: Sbas Results Assessmentsupporting
confidence: 71%
“…On the contrary, the Satellite Synthetic Aperture Radar (SAR) Interferometry (InSAR) technique has evolved as a powerful tool to assess the slope deformation related to the activation of deep-seated landslides [3][4][5][6]. With the increasing availability of suitable radar data, advanced time-series analysis techniques have been developed, which allow for the quantitative derivation of spatially variable deformation rates with increasing improvements in the temporal resolution.…”
Section: Introductionmentioning
confidence: 99%
“…Active deformation areas The ADA generation procedure is an adapted version of the methodology proposed by Bianchini et al (2013), Herrera et al (2013) and Notti et al (2014). The input PSI dataset, composed of hundreds of thousand/millions of points, are analysed by means of statistical tools to define those areas affected by an active deformation of a certain magnitude, above a specific threshold, that constitute a potential geohazard.…”
Section: Intermediate Outputs Of the Methodologymentioning
confidence: 99%
“…Abidin et al 2013;Tomas et al 2014;Solari et al 2016;Bejar-Pizarro et al 2017) or landslides (i.e. Notti et al 2010;Herrera et al 2013;Kim et al 2015;Oliveira et al 2015). Moreover, the temporal and spatial resolution of the PSI products has been also exploited to define the state of activity of geohazards and update pre-existent geohazard inventories in order to provide useful information for the risk management and urban planning of a region or a municipality (e.g.…”
mentioning
confidence: 99%
“…Moreover, this conversion permits comparing landslide velocities with different slope orientations, resolving the satellite acquisition orbit differences and allowing a more feasible interpretation. Following the procedure initially proposed by COLESANTI and WASOWSKI (2006), and then successfully applied in several scientific works (CIGNA et al 2013;GRIEF and VLCKO 2012;BIANCHINI et al 2013;HERRERA et al 2013), a correction factor (C) was applied to each LOS measurement, in order to determine the ''real'' V SLOPE velocity (intended as not the one measured in the LOS direction, but the one occurring in the landslide direction), taking into account satellite-dependant parameters, i.e., incidence angle and track angle, as well as topographic parameters, i.e., terrain slope and orientation, The track angle and the incidence angle are provided within the processed SAR images for each satellite (Table 1). The slope and aspect of the area of interest are derived from a DEM with 20 m cell resolution.…”
Section: Insar Processing and Datamentioning
confidence: 99%