2017
DOI: 10.1016/j.rse.2017.07.017
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Analysis of surface deformations over the whole Italian territory by interferometric processing of ERS, Envisat and COSMO-SkyMed radar data

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Cited by 150 publications
(97 citation statements)
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“…To quantitatively evaluate the accuracy of the InSAR-derived results, relative and absolute accuracy methods are adopted [51][52][53]. The former is also called inner precision, which is defined as the velocity difference in the overlapping areas of adjacent tracks, while the absolute accuracy is defined as the consistency with in situ measurements.…”
Section: Validation Of Insar Resultsmentioning
confidence: 99%
“…To quantitatively evaluate the accuracy of the InSAR-derived results, relative and absolute accuracy methods are adopted [51][52][53]. The former is also called inner precision, which is defined as the velocity difference in the overlapping areas of adjacent tracks, while the absolute accuracy is defined as the consistency with in situ measurements.…”
Section: Validation Of Insar Resultsmentioning
confidence: 99%
“…Detecting ground deformation using multi temporal satellite interferometric radar techniques (InSAR) has been established as nationwide services in Italy and Norway [25] [26]. The services provide ground motion detection and monitoring on a wide area for slow-moving landslides based on Persistent Scatterer Interferometry (PSI) or small baseline subset techniques (SBAS) [27].…”
Section: Insarmentioning
confidence: 99%
“…Several methods can be used to study ground deformations such as global positioning systems (GPS or later GNSSglobal navigation satellite system), both continuous (CGPS) and differential (DGPS) (Bitelli et al 2000;Baldi et al 2009;Cenni et al 2013), space-borne observation techniques based on synthetic aperture radar (SAR), interferometry (InSAR, with differential InSAR -DInSAR and advanced differential A-DInSAR that allow to maximize the potential of this technique and permit time series analysis) (Bock et al 2012;Teatini et al 2012;Costantini et al 2017;Fiaschi et al 2018), satellite images (acquired with various kinds of sensors, with mono and/ or stereo ground coverage), classical topographic measurements and repeated geometric levelling on benchmarks (Barbarella et al 1990;Bondesan et al 1997;Fabris et al 2014;Hung et al 2018), light detection and ranging (LiDAR) with airborne laser scanning (ALS) approach (Fabris et al 2010;Marsella et al 2012) and aerial digital photogrammetry (Baldi et al 2005;Fabris and Pesci 2005;Baldi et al 2008aBaldi et al , 2008b. For limited areas, also unmanned aerial vehicle (UAV) (Mancini et al 2013) and terrestrial laser scanning (TLS) (Pesci et al 2007(Pesci et al , 2013 systems can successfully be used.…”
Section: Introductionmentioning
confidence: 99%