Dr Matthew Brain matthew.brain@durham.ac.uk
Professor
Controls on post-seismic landslide behaviour in brittle rocks
Brain, M.J.; Moya, S.; Kincey, M.E.; Tunstall, N.; Petley, D.N.; Sepúlveda, S.A.
Authors
S. Moya
Mark Kincey m.e.kincey@durham.ac.uk
PGR Student Doctor of Philosophy
Neil Tunstall neil.tunstall@durham.ac.uk
Senior Geotechnical Experimental Officer
D.N. Petley
S.A. Sepúlveda
Abstract
Earthquakes trigger widespread landsliding in tectonically-active landscapes. The effects of strong ground shaking on hillslope stability persist into the post-seismic stage; rates of landsliding remain elevated in the years following an earthquake. The mechanisms that control the spatial pattern and rate of ongoing landsliding are poorly constrained, hindering our ability to reliably forecast how landscapes and landslide hazard evolve. To address this, we undertook a detailed geotechnical investigation in which we subjected representative rock samples to dynamic loading, simulating the effects of earthquake ground shaking on hillslopes of different configuration. Our results indicate that post-seismic hillslope strength is not an intrinsic rock property; rather, it responds to the amplitude of imposed dynamic loads and the degree of pre-existing shear surface formation within the rock. This path-dependent behaviour results from differences in the character of fractures generated by dynamic loads of different amplitude, and the ways in which apertures are mobilised or degraded in subsequent (post-seismic) shearing. Sensitivity to dynamic loading amplitude is greater in shallow landslides in which shear surfaces are yet to fully form; such hillslopes can be strengthened or weakened by earthquake events, depending on their characteristics. In contrast, deeper landslides on steeper hillslopes in which shear surfaces have largely developed are less likely to display differences in behaviour in response to dynamic loading because strain accumulation along pre-existing fractures is dominant. Our results demonstrate the need to consider path-dependent hillslope stability in numerical models used to forecast how landscapes respond to earthquakes and how post-seismic hazard evolves.
Citation
Brain, M., Moya, S., Kincey, M., Tunstall, N., Petley, D., & Sepúlveda, S. (2021). Controls on post-seismic landslide behaviour in brittle rocks. Journal of Geophysical Research: Earth Surface, 126(9), Article e2021JF006242. https://doi.org/10.1029/2021jf006242
Journal Article Type | Article |
---|---|
Acceptance Date | Aug 31, 2021 |
Online Publication Date | Sep 4, 2021 |
Publication Date | 2021-09 |
Deposit Date | Aug 31, 2021 |
Publicly Available Date | Sep 17, 2021 |
Journal | Journal of geophysical research. Earth surface. |
Print ISSN | 2169-9011 |
Electronic ISSN | 2169-9011 |
Publisher | American Geophysical Union |
Peer Reviewed | Peer Reviewed |
Volume | 126 |
Issue | 9 |
Article Number | e2021JF006242 |
DOI | https://doi.org/10.1029/2021jf006242 |
Public URL | https://durham-repository.worktribe.com/output/1236178 |
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Copyright Statement
© 2021. The Authors.This is an open access article under the terms of the Creative Commons Attribution License, which permits use, distribution and reproduction in any medium, provided the original work is properly cited
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