{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2026,3,24]],"date-time":"2026-03-24T18:18:01Z","timestamp":1774376281214,"version":"3.50.1"},"reference-count":55,"publisher":"MDPI AG","issue":"10","license":[{"start":{"date-parts":[[2013,9,25]],"date-time":"2013-09-25T00:00:00Z","timestamp":1380067200000},"content-version":"vor","delay-in-days":0,"URL":"https:\/\/creativecommons.org\/licenses\/by\/3.0\/"}],"content-domain":{"domain":[],"crossmark-restriction":false},"short-container-title":["Remote Sensing"],"abstract":"<jats:p>The slow movement of active deep-seated slope gravitational deformations (DSGSDs) and deep-seated rockslides can cause damage to structures and infrastructures. We use Permanent Scatterers Synthetic Aperture Radar Interferometry (PSInSAR\u2122) displacement rate data for the analysis of DSGSD\/rockslide activity and kinematics and for the analysis of damage to buildings. We surveyed the degree of damage to buildings directly in the field, and we tried to correlate it with the superficial displacement rate obtained by the PSInSAR\u2122 technique at seven sites. Overall, we observe that the degree of damage increases with increasing displacement rate, but this trend shows a large dispersion that can be due to different causes, including: the uncertainty in the attribution of the degree of damage for buildings presenting wall coatings; the complexity of the deformation for large phenomena with different materials and subjected to differential behavior within the displaced mass; the absence of differential superficial movements in buildings, due to the large size of the investigated phenomena; and the different types of buildings and their position along the slope or relative to landslide portions.<\/jats:p>","DOI":"10.3390\/rs5104753","type":"journal-article","created":{"date-parts":[[2013,9,25]],"date-time":"2013-09-25T12:47:40Z","timestamp":1380113260000},"page":"4753-4773","update-policy":"https:\/\/doi.org\/10.3390\/mdpi_crossmark_policy","source":"Crossref","is-referenced-by-count":51,"title":["Damage to Buildings in Large Slope Rock Instabilities Monitored with the PSInSAR\u2122 Technique"],"prefix":"10.3390","volume":"5","author":[{"given":"Paolo","family":"Frattini","sequence":"first","affiliation":[{"name":"Department of Earth and Environmental Sciences, Universit\u00e0 degli Studi di Milano-Bicocca, p.zza della Scienza 4, 20126 Milan, Italy"}]},{"given":"Giovanni","family":"Crosta","sequence":"additional","affiliation":[{"name":"Department of Earth and Environmental Sciences, Universit\u00e0 degli Studi di Milano-Bicocca, p.zza della Scienza 4, 20126 Milan, Italy"}]},{"given":"Jacopo","family":"Allievi","sequence":"additional","affiliation":[{"name":"Tele-Rilevamento Europa T.R.E., Ripa di Porta Ticinese 79, 20143 Milan, Italy"}]}],"member":"1968","published-online":{"date-parts":[[2013,9,25]]},"reference":[{"key":"ref_1","doi-asserted-by":"crossref","first-page":"183","DOI":"10.1016\/j.enggeo.2005.06.031","article-title":"Large sackung along major tectonic features in the Central Alps","volume":"83","author":"Ambrosi","year":"2006","journal-title":"Eng. 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