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How topography-dependent are topographic effects? Complementary numerical modeling of centrifuge experiments

Jeong, Seokho and Asimaki, Domniki and Dafni, Jacob and Wartman, Joseph (2019) How topography-dependent are topographic effects? Complementary numerical modeling of centrifuge experiments. Soil Dynamics and Earthquake Engineering, 116 . pp. 654-667. ISSN 0267-7261. http://resolver.caltech.edu/CaltechAUTHORS:20181115-142914482

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Abstract

Topographic effects, the modification of seismic shaking by irregular topographies compared to flat ground, have been extensively studied. Very few studies, however, have investigated the effects of the stratigraphy and nonlinear response of the underlying geology on topographic amplification. Furthermore, most experimental studies have been performed in the field, where it is often difficult to establish an ideal flat-ground reference station, as well as to characterize the soil properties and their spatial variability in sufficient detail. Dafni [1] recently tested the seismic response of step-like slopes in a series of centrifuge experiments, where the incident motion, reference station and material properties were characterized in detail. In this study, we investigated the influence of the container boundary on topographic effects observed in the centrifuge experiments by performing numerical simulations with and without the container boundary. Our analysis suggested that the rigid-body rocking motion of the centrifuge container likely increased the experimental topographic spectral ratios, contributing to the discrepancy between the simulated and observed spectral ratios. We also found that although the laminar box lateral boundaries caused spurious reflections, they didn't qualitatively affect the ground surface amplification pattern compared to numerical predictions of the same configuration without boundaries. At the same time, and most importantly, however, we found that the baseplate –by trapping waves scattered and diffracted by the slope– amplified the ground motion at the crest up to one order of magnitude compared to numerical predictions of the response in absence of the baseplate. Our results show that topographic effects can be significantly affected by the underlying soil stratigraphy, and allude to the potentially significant role of this phenomenon in elevating seismic risk in regions with strong topographic relief. The findings of this study also suggest that future studies will benefit from clear understanding and careful considerations of capabilities and limitations of different investigation methods and that the numerical modeling and the lab testing (or the field testing) methods should complement each other.


Item Type:Article
Related URLs:
URLURL TypeDescription
https://doi.org/10.1016/j.soildyn.2018.10.028DOIArticle
ORCID:
AuthorORCID
Asimaki, Domniki0000-0002-3008-8088
Additional Information:© 2018 Elsevier Ltd. Received 5 November 2017, Revised 28 August 2018, Accepted 17 October 2018, Available online 15 November 2018. This material is based upon work supported by the National Science Foundation under Grants No. CMMI-0936543 and CMMI-1132373 with the title “NEESR-CR: Topographic Effects in Strong Ground Motion - From Physical and Numerical Modeling to Design”, and Grant No. CMMI-0619078 with the title “Topographic Amplification of Seismic Motion: Observations and Simulations in 3D”. Any opinions, findings, and conclusions or recommendations expressed in this material are those of the author(s) and do not necessarily reflect the views of the National Science Foundation.
Funders:
Funding AgencyGrant Number
NSFCMMI-0936543
NSFCMMI-1132373
NSFCMMI-0619078
Subject Keywords:Topography; Finite elements; Centrifuge experiments; Boundary effects; Amplification
Record Number:CaltechAUTHORS:20181115-142914482
Persistent URL:http://resolver.caltech.edu/CaltechAUTHORS:20181115-142914482
Official Citation:Seokho Jeong, Domniki Asimaki, Jacob Dafni, Joseph Wartman, How topography-dependent are topographic effects? Complementary numerical modeling of centrifuge experiments, Soil Dynamics and Earthquake Engineering, Volume 116, 2019, Pages 654-667, ISSN 0267-7261, https://doi.org/10.1016/j.soildyn.2018.10.028. (http://www.sciencedirect.com/science/article/pii/S0267726117310849)
Usage Policy:No commercial reproduction, distribution, display or performance rights in this work are provided.
ID Code:90928
Collection:CaltechAUTHORS
Deposited By: Tony Diaz
Deposited On:15 Nov 2018 22:50
Last Modified:15 Nov 2018 22:50

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