Application of Ground Penetrating Radar and Electrical Resistivity Tomography for Recognizing Cavities in Critical Urban Areas

The Case Study of Muntplein (Amsterdam, the Netherlands)

Conference Paper (2025)
Author(s)

Marios Karaoulis (Aristotle University of Thessaloniki)

Nectaria Diamanti (Aristotle University of Thessaloniki)

Chris Bremmer (Deltares)

E. Slob (TU Delft - Applied Geophysics and Petrophysics)

D.J.M. Ngan-Tillard (TU Delft - Geo-engineering)

P Karamitopoulos (Ingenieursbureau Gemeente Amsterdam)

Research Group
Applied Geophysics and Petrophysics
DOI related publication
https://doi.org/10.1109/IWAGPR65621.2025.11109010
More Info
expand_more
Publication Year
2025
Language
English
Research Group
Applied Geophysics and Petrophysics
Bibliographical Note
Green Open Access added to TU Delft Institutional Repository as part of the Taverne amendment. More information about this copyright law amendment can be found at https://www.openaccess.nl. Otherwise as indicated in the copyright section: the publisher is the copyright holder of this work and the author uses the Dutch legislation to make this work public. @en
ISBN (electronic)
9798331523350
Reuse Rights

Other than for strictly personal use, it is not permitted to download, forward or distribute the text or part of it, without the consent of the author(s) and/or copyright holder(s), unless the work is under an open content license such as Creative Commons.

Abstract

Large areas behind the historic quay walls and bridges in Amsterdam city center are prone to soil mobilization and cavity (sinkhole) formation due to intensified infrastructure developments and extreme groundwater level fluctuations caused by climate change. We carried out a geophysical survey to investigate a sinkhole formed under the Muntplein (Amsterdam, The Netherlands). The surface trace (hole) of the sinkhole was triggered by a heavy vehicle passing over the street which lies in the vicinity of a quay wall and behind the abutment of the Muntsluis bridge. The application of ground penetrating radar (GPR) and electric resistivity tomography (ERT) provided continuous data of the shallow subsurface which enabled the detection of the backfilled cavity, its southwest (SW) extension, the bridge abutment-to-soil transition, key utility lines and the presence of two potential targets for further investigation. A follow-up geotechnical assessment supported by hydrographic survey in the canal validated our findings and substantiated our first interpretation (i.e., sinkhole in development). The paper demonstrates the applicability of non-invasive electromagnetic (EM) methods to rapidly detect cavities in critical urban areas, and, thus, to de-risk climate-smart infrastructure developments.

Files

License info not available
warning

File under embargo until 14-02-2026