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Subsidence in Trondheim, 1992-2003: Results of PSInSAR analysis

dc.contributor.authorDehls, John F.
dc.coverage.spatial16214 Trondheim
dc.date.accessioned2020-07-15T07:50:27Z
dc.date.available2020-07-15T07:50:27Z
dc.date.issued2005
dc.identifier.issn0800-3416
dc.identifier.urihttps://hdl.handle.net/11250/2664948
dc.description.abstractForkortet.\rTimely identification of subsidence is important in order to ensure that remediation efforts are successful. Even if subsidence cannot be prevented or stopped, it must be accounted for in new construction planning. Identification and monitoring of ground deformation can be accomplished using a number of surveying techniques. Levelling and GPS are both expensive and the number of benchmarks that can be controlled is limited.
dc.language.isoeng
dc.relation.ispartofseriesNGU-Rapport (2005.082)
dc.rightsNavngivelse 4.0 Internasjonal
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/deed.no
dc.subjectFJERNANALYSE
dc.titleSubsidence in Trondheim, 1992-2003: Results of PSInSAR analysis
dc.typeReport
dc.description.localcode52590
dc.source.pagenumber12 s.
dc.relation.project(300508) SAR Applications to Geohazards (ICG)


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