Technical Papers
Apr 1, 2013

Geotechnical Mitigation Strategies for Earthquake Surface Fault Rupture

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 139, Issue 11

Abstract

Surface fault rupture can be damaging to structures built on or near active faults if the hazard is not addressed properly. Fault-induced angular distortion and lateral ground strain can cause beams to yield and eventually lead to structural collapse. When avoidance is not possible, geotechnical mitigation strategies can be used. These strategies include spreading fault displacement over a large area, causing the structure to respond with rigid-body movement, and diverting the fault rupture around the structure. The effectiveness of these strategies can vary from protecting life safety to preventing significant damage and can be effective for a range of dip-slip fault displacements. Earth fills should be sufficiently thick and ductile to prevent the underlying fault dislocation from developing at the ground surface. Thick RC mat foundations proved to be especially effective in shielding the superstructure from the damaging effects of the underlying ground movements. Although more challenging to implement because they require excellent fault characterization, several fault diversion strategies have also proved effective at protecting structures from fault movement.

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Acknowledgments

This material is based on work supported by the National Science Foundation (NSF) under Grant No. CMMI-0926473. Any opinions, findings, and conclusions or recommendations expressed in this material are those of the authors and do not necessarily reflect the views of the NSF. We also thank Professors G. Gazetas and I. Anastasopoulos for sharing the results of the centrifuge experiments conducted by Bransby and others as part of their research effort to investigate the effects of surface fault rupture on soil and structures.

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 139Issue 11November 2013
Pages: 1864 - 1874

History

Received: Nov 8, 2012
Accepted: Mar 21, 2013
Published online: Apr 1, 2013
Published in print: Nov 1, 2013

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Authors

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Nicolas K. Oettle, S.M.ASCE [email protected]
Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of California, Berkeley, CA 94702-1710. E-mail: [email protected]
Jonathan D. Bray, F.ASCE [email protected]
Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Berkeley, CA 94702-1710 (corresponding author). E-mail: [email protected]

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