Infrastructure resilience is the ability of an infrastructure system to withstand or recover quickly from difficult conditions, which in turn requires a detailed understanding of vulnerability and risk. But while designing for foreseeable risks is a challenge, accounting for risks that are difficult or even impossible to foresee – such as those arising from complex interdependent processes – poses a far greater challenge. This paper argues that civil engineers need a way of addressing such low-chance but potentially high-impact risks if they are to deliver truly resilient infrastructure systems. They need to cultivate a wisdom to admit what they genuinely do not know, and to develop processes to manage emerging unforeseeable consequences. A generalised vulnerability theory that can be applied to any infrastructure system is described, together with an example of how it can be applied to an urban transport network.
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November 2012
Research Article|
November 01 2012
Infrastructure resilience for high-impact low-chance risks
David Blockley, PhD, DSc, FREng, FICE, FIStructE;
David Blockley, PhD, DSc, FREng, FICE, FIStructE
1
Emeritus professor and senior research fellow, Queens School of Engineering, University of Bristol, UK
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Jitendra Agarwal, MTech, PhD;
Jitendra Agarwal, MTech, PhD
2
Senior lecturer, Queens School of Engineering, University of Bristol, UK
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Patrick Godfrey, DEng, FREng, FICE, FEI, FCGI
Patrick Godfrey, DEng, FREng, FICE, FEI, FCGI
3
Professor and systems centre director, Queens School of Engineering, University of Bristol, UK
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Publisher: Emerald Publishing
Received:
October 10 2011
Accepted:
July 12 2012
Online ISSN: 1751-7672
Print ISSN: 0965-089X
ICE Publishing: All rights reserved
2012
Proceedings of the Institution of Civil Engineers - Civil Engineering (2012) 165 (6): 13–19.
Article history
Received:
October 10 2011
Accepted:
July 12 2012
Citation
Blockley D, Agarwal J, Godfrey P (2012), "Infrastructure resilience for high-impact low-chance risks". Proceedings of the Institution of Civil Engineers - Civil Engineering, Vol. 165 No. 6 pp. 13–19, doi: https://doi.org/10.1680/cien.11.00046
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