This paper describes the design, development, calibration and validation of a novel soil–structure contact stress sensor. The new sensor design combines a novel operating principle, fibre Bragg grating (FBG) strain sensing and data-driven mapping techniques to create a multi-axis contact stress sensor that is both economical and suitably robust for deployment in underground construction applications. The instrumentation process is informed using a ‘virtual twin’ of the sensor in which synthetic data is generated by extracting and interpolating virtual FBG strains obtained from a large number of 3D finite-element calculations. A physical prototype is subsequently developed to demonstrate proof of concept. Results from laboratory validation tests give confidence in the sensor's ability to provide accurate contact stress measurements in typical soil–structure interface shear applications. In particular, the novel sensor structure and operating principle was shown to achieve excellent measurement of effective normal stress. The new sensor design harnesses many of the inherent benefits of FBGs including immunity to electromagnetic noise and water ingress, and the use a single lightweight cable and connector, which significantly simplifies installation on site compared to electrical multi-axis sensors.
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June 2025
Research Article|
July 18 2024
Development of a new soil–structure contact stress sensor for underground construction applications
Jack Templeman;
Jack Templeman
*Ward and Burke Construction Ltd, Bourne End, UK.
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Brian Sheil
Brian Sheil
†Laing O'Rourke Centre for Construction Engineering & Technology, Department of Engineering, University of Cambridge, Cambridge, UK.
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Publisher: Emerald Publishing
Received:
June 30 2023
Accepted:
July 04 2024
Online ISSN: 1751-7656
Print ISSN: 0016-8505
© 2025 Emerald Publishing Limited
2025
Geotechnique (2025) 75 (6): 829–842.
Article history
Received:
June 30 2023
Accepted:
July 04 2024
Citation
Templeman J, Sheil B (2025), "Development of a new soil–structure contact stress sensor for underground construction applications". Geotechnique, Vol. 75 No. 6 pp. 829–842, doi: https://doi.org/10.1680/jgeot.23.00202
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