Dynamic deformations of shallow sediments in the Valley of Mexico, Part I: Three-dimensional strains and rotations recorded on a seismic array

Author:

Bodin P.1,Gomberg J.2,Singh S. K.3,Santoyo M.4

Affiliation:

1. Center for Earthquake Research and Information The University of Memphis Memphis, Tennessee 38152

2. U.S. Geological Survey, and Center for Earthquake Research and Information The University of Memphis Memphis, Tennessee 38152

3. Instituto de Geofísica, and Instituto de Ingeniería UNAM 04510 México D.F. , México

4. Centro Nacional de Prevención de Desastres Delfin Madrigal 665 04650 México, D.F. , México

Abstract

AbstractWe study the spatial variation in earthquake ground motions, or equivalently the dynamic displacement gradient field, using a novel analysis procedure borrowed from geodesy. Seismic data recorded in the Valley of Mexico by a microarray of three three-component surface accelerographs and two three-component accelerographs at depths of 30 m and 102 m constrain our estimates of the dynamic displacement gradient field (from which strains and rotations derive) for four moderate earthquakes at distances of 250 to 300 km. Our study focuses on the effects of low-velocity surface materials on the deformation. At the surface, the gradients corresponding to deformation across vertical planes dominate, and vertical-axis rotations are of similar magnitudes as strains. The greatest peak surface gradient we observed was 206 μstrain for the 14 September 1995 MW 7.5 earthquake at a distance of ∼300 km. However, much larger gradients occur across horizontal planes (∂u/∂z, where u is a horizontal displacement and z is depth) at some depth between 0 and 30 m. These values are about a factor 10 greater than the corresponding gradient components at the surface. ∂u/∂z for the 14 September earthquake equaled or exceeded 665 μstrain at depth. The dynamic deformations experienced in Mexico City undoubtedly have occurred before and will occur again in other densely populated areas. However, in many other regions, the sediment response will not remain linear and elastic, resulting instead in liquefaction and ground failure.

Publisher

Seismological Society of America (SSA)

Subject

Geochemistry and Petrology,Geophysics

Reference32 articles.

1. Strong ground motion from the Michoacan, Mexico earthquake;Anderson;Science,(1986)

2. Experimental investigations on seismic behavior of buried pipelines;Ariman,(1981)

3. Ayala A. G. O'Rourke M. J. (1989). Effects of the 1985 Michoacan Earthquake on water systems and other buried lifelines in Mexico. National Center for Earthquake Engineering Research, Technical Report NCEER-89-0009, ∼120 pp.

4. Seismological evidence for nonlinear elastic ground behavior during large earthquakes;Beresnev;Soil Dyn. Struct. Eng.,(1994)

5. Tectonic stress and the spectra of seismic shear waves from earthquakes;Brune;J. Geophys. Res.,(1970)

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