TY - JOUR
T1 - Failure of load-bearing dyke networks as a trigger for volcanic edifice collapse
AU - Thiele, Samuel T.
AU - Cruden, Alexander R.
AU - Micklethwaite, Steven
N1 - Funding Information:
The authors thank the staff at Parque Nacional Caldera de Taburiente for their generous support and hospitality during fieldwork. S.T. would also like to acknowledge several helpful conversations with Prof. Julia Morgan and Ass. Prof. Laurence Brassart during the early stages of this work. S.T. was supported by a Westpac Future Leaders Scholarship and an Australian Postgraduate Award. A.R.C. gratefully acknowledges support from the Australian Research Council Discovery Grant DP190102422. Thoughtful and constructive reviews by M. Heap, J. Ball and S. Poppe significantly improved the final version of the manuscript.
Publisher Copyright:
© 2023, Springer Nature Limited.
PY - 2023/12
Y1 - 2023/12
N2 - Most large ocean-island volcanoes are gravitationally unstable. Some deform slowly, forming long-lived slumps, while others collapse and generate potentially dangerous debris avalanches. Here we investigate the effect of pervasive dyke networks on edifice instability, using data from La Palma, Spain. Like fibre-reinforced composites, where rigid layers are embedded in a compliant matrix, we find that dykes experience higher stress than surrounding host rocks. If the ratio of dyke to host stiffness is larger than the corresponding strength ratio, the dyke network will fail first, causing a rapid stress redistribution and possibly triggering edifice collapse. Fibre bundle models of a weak layer crosscut by dykes suggest this can occur with less seismicity or deformation than models without dykes. The models also suggest that dyke network strength could determine the potential for rapid collapse rather than gradual slump-type deformation. We conclude that dyke networks should be considered when assessing volcanic edifice stability.
AB - Most large ocean-island volcanoes are gravitationally unstable. Some deform slowly, forming long-lived slumps, while others collapse and generate potentially dangerous debris avalanches. Here we investigate the effect of pervasive dyke networks on edifice instability, using data from La Palma, Spain. Like fibre-reinforced composites, where rigid layers are embedded in a compliant matrix, we find that dykes experience higher stress than surrounding host rocks. If the ratio of dyke to host stiffness is larger than the corresponding strength ratio, the dyke network will fail first, causing a rapid stress redistribution and possibly triggering edifice collapse. Fibre bundle models of a weak layer crosscut by dykes suggest this can occur with less seismicity or deformation than models without dykes. The models also suggest that dyke network strength could determine the potential for rapid collapse rather than gradual slump-type deformation. We conclude that dyke networks should be considered when assessing volcanic edifice stability.
UR - http://www.scopus.com/inward/record.url?scp=85174466324&partnerID=8YFLogxK
U2 - 10.1038/s43247-023-01046-3
DO - 10.1038/s43247-023-01046-3
M3 - Article
AN - SCOPUS:85174466324
SN - 2662-4435
VL - 4
JO - Communications Earth and Environment
JF - Communications Earth and Environment
IS - 1
M1 - 382
ER -