Evaluation of InSAR data for measuring the surface settlement during shield tunnel construction of the North-South Line in Amsterdam

Conference Paper (2021)
Author(s)

K.J. Reinders (TU Delft - Hydraulic Structures and Flood Risk)

FJ Van Leijen (TU Delft - Mathematical Geodesy and Positioning)

R.F. Hanssen (TU Delft - Mathematical Geodesy and Positioning)

M. Korff (TU Delft - Geo-engineering)

Research Group
Hydraulic Structures and Flood Risk
Copyright
© 2021 K.J. Reinders, F.J. van Leijen, R.F. Hanssen, M. Korff
DOI related publication
https://doi.org/10.1201/9780429321559-18
More Info
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Publication Year
2021
Language
English
Copyright
© 2021 K.J. Reinders, F.J. van Leijen, R.F. Hanssen, M. Korff
Research Group
Hydraulic Structures and Flood Risk
Pages (from-to)
137-144
ISBN (electronic)
9780367337339
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Abstract

This paper investigates the use of InSAR data during shield tunnel construction when short-term settlements occur within a few days. Additionally, the long-term settlement, which occur over several years, in the vicinity of these tunnels are evaluated with inSAR. The North-South Line in Amsterdam is used as a case study for this research. We used the settlement during construction as a-priori information to determine the most likely unwrapping solution for a few selected InSAR points. Then we verified this outcome with the traditional monitoring of the surface levelling points during construction and finally used only the InSAR to evaluate the long-term settlements. We conclude that with prior information InSAR data can be processed correctly and that InSAR can capture the short-term settlement that occur immediately during construction of a shield tunnel. Also, InSAR is a valuable complementary source of information because it provides data outside the area of the levelling points and gives information about settlement patterns prior to and after construction.

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