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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.

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Authors

S. Moya

Profile image of Mark Kincey

Mark Kincey m.e.kincey@durham.ac.uk
PGR Student Doctor of Philosophy

Profile image of Neil Tunstall

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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Published Journal Article (4.4 Mb)
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Publisher Licence URL
http://creativecommons.org/licenses/by/4.0/

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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