Multi-temporal InSAR structural damage assessment

The London crossrail case study

Journal Article (2018)
Author(s)

Pietro Milillo (California Institute of Technology)

Giorgia Giardina (University of Bath)

Matthew J. DeJong (University of Cambridge)

Daniele Perissin (Lyles School of Civil Engineering)

Giovanni Milillo (Agenzia Spaziale Italiana (ASI))

Affiliation
External organisation
DOI related publication
https://doi.org/10.3390/rs10020287 Final published version
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Publication Year
2018
Language
English
Affiliation
External organisation
Journal title
Remote Sensing
Issue number
2
Volume number
10
Article number
287
Downloads counter
190

Abstract

Spaceborne multi-temporal interferometric synthetic aperture radar (MT-InSAR) is a monitoring technique capable of extracting line of sight (LOS) cumulative surface displacement measurements with millimeter accuracy. Several improvements in the techniques and datasets quality led to more effective, near real time assessment and response, and a greater ability of constraining dynamically changing physical processes. Using examples of the COSMO-SkyMed (CSK) system, we present a methodology that bridges the gaps between MT-InSAR and the relative stiffness method for tunnel-induced subsidence damage assessment. The results allow quantification of the effect of the building on the settlement profile. As expected the greenfield deformation assessment tends to provide a conservative estimate in the majority of cases (~71% of the analyzed buildings), overestimating tensile strains up to 50%. With this work we show how these two techniques in the field of remote sensing and structural engineering can be synergistically used to complement and replace the traditional ground based analysis by providing an extended coverage and a temporally dense set of data.