Damage to Buildings in Large Slope Rock Instabilities Monitored with the PSInSAR™ Technique

Damage to Buildings in Large Slope Rock Instabilities Monitored with the PSInSAR™ Technique

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™) displacement rate data for the analysis of DSGSD/rockslide a...

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Bibliographic Details
Main Authors: Paolo Frattini, Jacopo Allievi, Giovanni B. Crosta
Format: Article
Language:English
Published: MDPI AG 2013-09-01
Series:Remote Sensing
Subjects:
deep-seated slope deformation
rock slide
PSInSAR™ displacements
damage
buildings
Online Access:http://www.mdpi.com/2072-4292/5/10/4753

Internet

http://www.mdpi.com/2072-4292/5/10/4753

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