Skip navigation

A study on the variability of Kappa (κ) in a borehole: Implications of the computation process

A study on the variability of Kappa (κ) in a borehole: Implications of the computation process

Ktenidou, O.-J., Gélis, C. and Bonilla, L.‐F. (2013) A study on the variability of Kappa (κ) in a borehole: Implications of the computation process. Bulletin of the Seismological Society of America, 103 (2A). pp. 1048-1068. ISSN 0037-1106 (Print), 1938-2057 (Online) (doi:https://doi.org/10.1785/0120120093)

[img]
Preview
PDF (Publisher's PDF)
15792 KTENIDOU_Study_on_the_Variability of_Kappa_2013.pdf - Published Version

Download (2MB) | Preview

Abstract

Knowledge of the acceleration spectral shape is crucial to various applications in engineering seismology. Spectral amplitude decays rapidly at high frequencies. Anderson and Hough (1984) introduced the empirical factor κ to model this attenuation. This is the first time κ is studied in a vertical array consisting of more than two stations. We use 180 earthquakes recorded at a downhole array with five stations in soils and rock to investigate the effect of soil conditions on κ. Given that κ computation processes vary across literature when following the classic Anderson–Hough method, we investigate its variability with the different assumptions that can be made when applying the method. The estimates of κ0 range between 0.017 and 0.031 s at the surface and between 0.004 and 0.024 s at rock. This variability due to the assumptions made is larger than the error of each estimate and larger than the average difference in values between sediment and rock. For this data set, part of it can be attributed to the type of distance used. Given this variability, κ0 values across literature may not always be comparable; this may bias the results of applications using κ0 as an input parameter, such as ground‐motion prediction equations. We suggest ways to render the process more homogeneous. We also find that κ at rock level is not well approximated by surface records from which we deconvolved the geotechnical transfer function. Finally, we compute κ on the vertical component and find a dependence of the vertical‐to‐horizontal κ ratio on site conditions.

Item Type: Article
Uncontrolled Keywords: High frequency attenuation; uncertainty; kappa estimation methodology
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
Faculty / School / Research Centre / Research Group: Faculty of Engineering & Science > School of Engineering (ENG)
Last Modified: 17 Oct 2016 09:14
URI: http://gala.gre.ac.uk/id/eprint/15792

Actions (login required)

View Item View Item

Downloads

Downloads per month over past year

View more statistics