Augmented satellite inSAR for assessing short-term and long-term surface deformation due to shield tunnelling

Journal Article (2021)
Author(s)

K.J. Reinders (TU Delft - Civil Engineering & Geosciences)

R.F. Hanssen (TU Delft - Civil Engineering & Geosciences)

F.J. van Leijen (TU Delft - Civil Engineering & Geosciences)

M. Korff (Deltares, TU Delft - Civil Engineering & Geosciences)

Research Group
Hydraulic Structures and Flood Risk
DOI related publication
https://doi.org/10.1016/j.tust.2020.103745 Final published version
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Publication Year
2021
Language
English
Research Group
Hydraulic Structures and Flood Risk
Volume number
110
Article number
103745
Pages (from-to)
1-11
Downloads counter
265
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Abstract

In this work, we investigate if, when, and how satellite InSAR can be used for evaluating surface settlements that occur during shield tunnelling in soft soil areas. We evaluate the applicability of InSAR prior, during, and after tunnel construction. Special emphasis is placed on the influence of the InSAR phase ambiguities in relation to short-term settlements that may occur during tunnel construction. We demonstrate that a rough analytic settlement prediction can be sufficient to resolve the most probable phase ambiguity level, leading to an augmented implementation of InSAR. We use the shield tunnel of the in North/South Metro Line Amsterdam as a case study, where surface levelling data is available to assess and validate the results. We conclude that InSAR is a valuable complementary source of information as it provides data outside the area of the conventional surveying benchmarks and it reveals relevant information about settlement patterns before and after traditional construction monitoring periods.