Articles | Volume 15, issue 10
https://doi.org/10.5194/nhess-15-2401-2015
https://doi.org/10.5194/nhess-15-2401-2015
Research article
 | 
23 Oct 2015
Research article |  | 23 Oct 2015

A non-stationary earthquake probability assessment with the Mohr–Coulomb failure criterion

J. P. Wang and Y. Xu

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Cited articles

Abramson, L. W., Lee, T. S., Sharma, S., and Boyce, G. M.: Slope Stability and Stabilization Methods, John Wiley & Sons, Inc., NJ, 2002.
Ang, A. H. S. and Tang, W. H.: Probability Concepts in Engineering: Emphasis on Applications to Civil and Environmental Engineering, 2nd Edn., John Wiley & Sons, Inc., NJ, 2007.
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Devore, J. L.: Probability and Statistics for Engineering and the Sciences, Brooks/Cole, Boston, Massachusetts, 2008.
Ellsworth, W. L., Matthews, M. V., Nadeau, R. M., Nishenko, S. P., Reasenberg, P. A., and Simpson, R. W.: A physically based earthquake recurrence model for estimation of long-term earthquake probabilities, US Department of the Interior, US Geological Survey, Reston, VA, 1999.
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Short summary
This paper introduces a new non-stationary calculation of characteristic earthquake probability, motivated and derived from the Mohr-Coulomb failure criterion. A total of six parameters are present in the model, including earthquake return period, fault-plane strength parameters, rock unit weight, focal depth, and the level of uncertainty of annual stress increment. In addition to the detailed derivations in the algorithm, a model demonstration is also presented in the paper.
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