Deep shear wave velocity profiles of the Santiago Basin for evaluation of seismic response
Author
dc.contributor.author
Pastén Puchi, César
Author
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Salomón, José
Author
dc.contributor.author
Sáez, Miguel
Author
dc.contributor.author
Ruiz Tapia, Sergio
Author
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Leyton, Felipe
Admission date
dc.date.accessioned
2019-05-29T13:41:11Z
Available date
dc.date.available
2019-05-29T13:41:11Z
Publication date
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2017
Cita de ítem
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ICSMGE 2017 - 19th International Conference on Soil Mechanics and Geotechnical Engineering, Seoul 2017
Identifier
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https://repositorio.uchile.cl/handle/2250/169086
Abstract
dc.description.abstract
Evaluation of the seismic response of the Santiago Basin requires a shear wave velocity model with vertical and lateral
variations that may explain the site effects reported during the 2010 Maule Earthquake. In order to investigate the velocity structure of
the Basin, we used a temporal broadband station network that continuously recorded months of ambient seismic noise and crosscorrelated
the vertical components of the records. Identification of zero-crossings in the real part of the cross spectrum between
stations were associated with the zeros of the zero-order Bessel function to obtain phase-velocity dispersion curves. These curves
were combined using a least-squares inversion to obtain phase velocity maps for periods ranging between 0.8s and 5s. The spatial
distribution of the temporal broadband network was complemented with a permanent accelerometer network that allows imaging
longer periods associated to the deeper Basin structure and a smaller portable geophones network that allows defining shorter periods
dominated by the shallower soil deposits. The phase velocity maps were used to generate a 1D shear wave velocity profiles using the
Neighborhood algorithm. The profiles resolve changes in velocity up to 3 km depth and predict velocities that rapidly reach 1 km/s at
relatively shallow depths.