2020
DOI: 10.1109/tgrs.2020.2979961
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Combined InSAR and Terrestrial Structural Monitoring of Bridges

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Cited by 46 publications
(20 citation statements)
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“…55 Previous studies have shown the feasibility of these techniques for monitoring the settlement of bridge piers 87 and the structural deformations of bridges. 16,45,[88][89][90][91][92] Other studies have utilised MT-InSAR to investigate the response of dams to subsidence 48,49,93 and earthquakes, 94 or to detect the non-linear component of asset motion. 50,88 The majority of MT-InSAR validation activities have compared deformation velocities and displacement timeseries with estimations based on traditional sources, such as levelling 95,96 or GPS measurements.…”
Section: Literature Reviewmentioning
confidence: 99%
“…55 Previous studies have shown the feasibility of these techniques for monitoring the settlement of bridge piers 87 and the structural deformations of bridges. 16,45,[88][89][90][91][92] Other studies have utilised MT-InSAR to investigate the response of dams to subsidence 48,49,93 and earthquakes, 94 or to detect the non-linear component of asset motion. 50,88 The majority of MT-InSAR validation activities have compared deformation velocities and displacement timeseries with estimations based on traditional sources, such as levelling 95,96 or GPS measurements.…”
Section: Literature Reviewmentioning
confidence: 99%
“…MT-InSAR techniques supply the structural community with time series measurements of LOS displacements of terrain deformation [18] or structures such as bridges or buildings [19] whose deformation may result from terrain deformation or from causes such as thermal expansion contraction of the Sentinel-1 data after applying the RapidSAR methodology [13] from the commercial provider SatSense Ltd. (b) Each persistent scatterer has a LOS measurement taken at the time of each acquisition, and the time series measurement plot is displayed for three selected persistent scatterers in different colours in the region of tunnel settlement marked in red in (a).…”
Section: A Related Workmentioning
confidence: 99%
“…All these studies demonstrate that multi-temporal InSAR images can be used to monitor infrastructure and obtain useful insights on valuable building and infrastructure assets. However, they require expert knowledge to process the data and interpret the results [19]. The processing is extremely technical and requires the selection of a number of different methods and a large number of parameters over different stages, based on each specific context.…”
Section: A Related Workmentioning
confidence: 99%
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“…We find that a trihedral corner reflector with an inner leg of 227 at least 1 m gives is sufficiently large to give a stable phase 228 response, and one with an inner leg of up to 0.6m appears 229 to be too small for the C-band Sentinel-1 acquisitions. We cannot conclude a clear cut-off in size, as we do not have any InSAR data processed for a corner reflector that is between 0.6 m and 1 m. One example where smaller reflectors (0.35 m inner leg triangular trihedrals) were installed after the launch of the Sentinel-1 mission is a study on the Waterloo bridge in London [23]. These corner reflectors were originally designed to be used with X-band SAR missions, rather than the C-band Sentinel-1 one, and are therefore not optimally oriented.…”
mentioning
confidence: 98%