Articles | Volume 17, issue 10
https://doi.org/10.5194/se-17-1139-2026
https://doi.org/10.5194/se-17-1139-2026
Review article
 | 
15 Oct 2026
Review article |  | 15 Oct 2026

Understanding spatial and temporal evolution of progressive excavation damage zone in granitic rocks – development of a novel mine-by and laboratory experimental framework at the BedrettoLab

Pooya Hamdi, Jonas Dickmann, Michal Kruszewski, Antonio Pio Rinaldi, Linus Villiger, Alexis Shakas, Mathew Perras, Navid Bahrani, Patrick Bianchi, Peter Achtziger-Zupančič, Steven Gaines, Kai Bröker, Xiaodong Ma, Paul A. Selvadurai, Virginie Durand, Kavan Khaledi, Mohammadreza Jalali, Yousef Golabchi, Sam Harris, Alba Zappone, Mathilde Wimez, Marian Hertrich, Stefan Wiemer, and Florian Amann

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Cited articles

Achtziger-Zupančič, P., Ceccato, A., Zappone, A. S., Pozzi, G., Shakas, A., Amann, F., Behr, W. M., Escallon Botero, D., Giardini, D., Hertrich, M., Jalali, M., Ma, X., Meier, M.-A., Osten, J., Wiemer, S., and Cocco, M.: Selection and characterization of the target fault for fluid-induced activation and earthquake rupture experiments, Solid Earth, 15, 1087–1112, https://doi.org/10.5194/se-15-1087-2024, 2024. 
Alcaino-Olivares, R., Paraskevopoulou, C., and Perras, M. A.: Assessing Long-Term Excavation Damage in Switzerland's Bedretto Adit: A Field Investigation in the Northern Section, Geotech. Geol. Eng., 42, 3401–3419, https://doi.org/10.1007/s10706-023-02735-8, 2024. 
Amann, F., Button, E. A., Evans, K. F., Gischig, V. S., and Blümel, M.: Experimental Study of the Brittle Behavior of Clay shale in Rapid Unconfined Compression, Rock Mech. Rock Eng., 44, 415–430, https://doi.org/10.1007/s00603-011-0156-3, 2011. 
Amberg, R.: Design and construction of the Furka base tunnel, Rock Mech. Rock Eng., 16, 215–231, https://doi.org/10.1007/BF01042358, 1983. 
Andersson, J. C. and Martin, C. D.: The Äspö pillar stability experiment: Part I – Experiment design, Int. J. Rock Mech. Min., 46, 865–878, https://doi.org/10.1016/j.ijrmms.2009.02.010, 2009. 
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Short summary
Deep geological repositories are considered one of the safest solutions for the long-term disposal of nuclear waste. This paper presents an overview of an experiment conducted at the BedrettoLab, Switzerland, where a new 100 m long tunnel was excavated in granite at a depth of 1300 m to investigate excavation-induced rock damage and its time-dependent evolution.
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