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Quarterly Journal of Engineering Geology and Hydrogeology

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Quarterly Journal of Engineering Geology and Hydrogeology; 2005; v. 38; issue.2; p. 189-196;
DOI: 10.1144/1470-9236/04-062
© 2005 Geological Society of London

Original Article

Topographic controls on coseismic rock slides during the 1999 Chi-Chi earthquake, Taiwan

S.A. Sepúlveda1,2, W. Murphy3 & D.N. Petley4

1 1School of Earth and Environment, University of Leeds, Leeds LS2 9JT, UK
2 2Current address: Departamento de Geología, Universidad de Chile, Casilla 13518 – Correo 21, Santiago, Chile (e-mail: Sepúlveda – sesepulv@ing.uchile.cl)
3 3School of Earth and Environment, University of Leeds, Leeds LS2 9JT, UK(e-mail: w.murphy@earth.leeds.ac.uk)
4 4Department of Geography, University of Durham, Durham DH1 3LE, UK (e-mail: d.n.petley@durham.ac.uk)

Stability back-analyses of sixteen massive, disrupted rock slides triggered by the 1999 Chi-Chi earthquake in the Tachia Valley in Central Taiwan indicated that geological and geotechnical factors alone appear insufficient to explain the distribution of failures under regional shaking. This incidence of landsliding suggests site amplification. A strong topographic effect can be identified when slope morphology and topography are considered in conjunction with strong motion data and theoretical models of topographic amplification to assess the failures and their distribution. The landslides triggered under these conditions are shallow and with a crown located near the crest of the slopes. Slope orientation and slope height provide easily observable field indices that are particularly important, as data suggest that these parameters, together with the wavelength of the seismic waves, control the amplification of ground motions. These observations could provide key inputs to assess unexpectedly high ground accelerations for landslide and seismic hazard studies.

Key Words: earthquakes • geological hazards • landslides • seismic response • slope stability • topographic amplification