Efficiency and Sufficiency of Ground Motion Intensity Measures in Predicting Ejecta Potential and Peak Pore Pressures
Author:
Affiliation:
1. University of Colorado Boulder
Publisher
The Japanese Geotechnical Society
Link
https://www.jstage.jst.go.jp/article/jgssp/10/22/10_v10.OS-11-01/_pdf
Reference20 articles.
1. 1) Badanagki, M. (2019): Influence of dense granular columns on the seismic performance of level and gently sloped liquefiable sites, Ph.D. thesis, Univ. of Colorado Boulder.
2. 2) Baker, J. W., & Jayaram, N. (2008): Correlation of spectral acceleration values from NGA ground motion models, Earthquake Spectra, 24(1), 299-317.
3. 3) Bullock, Z., Dashti, S., Liel, A., Porter, K., Karimi, Z., & Bradley, B. (2017): Ground‐motion prediction equations for Arias intensity, cumulative absolute velocity, and peak incremental ground velocity for rock sites in different tectonic environments, Bulletin of the Seismological Society of America, 107(5), 2293-2309.
4. 4) Bullock, Z., Dashti, S., Liel, A. B., Porter, K. A., & Karimi, Z. (2019): Assessment supporting the use of outcropping rock evolutionary intensity measures for prediction of liquefaction consequences, Earthquake Spectra, 35(4), 1899-1926.
5. 5) Bullock, Z., Dashti, S., Liel, A. B., & Porter, K. A. (2021): Can geotechnical liquefaction indices serve as predictors of foundation settlement?, Earthquake Spectra, 37(4), 2271-2287.
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