1. 1) Azul, K., Orense, R. & Wotherspoon, L. (2023): Framework development for a hybrid geotechnical-geospatial liquefaction assessment model, New Zealand Society for Earthquake Engineering 2023 Annual Technical Conference, 19-21 April 2023, Auckland, New Zealand. New Zealand Society for Earthquake Engineering.
2. 2) Boulanger, R. W., & Idriss, I. M. (2014): CPT and SPT based liquefaction triggering procedures, Report No. UCD/CGM-14/01. Center for Geotechnical Modeling, Department of Civil and Environmental Engineering, University of California.
3. 3) Cubrinovski, M., Rhodes, A., Ntritsos, N., & Van Ballegooy, S. (2019): System response of liquefiable deposits, Soil Dynamics and Earthquake Engineering, 124, 212–229. https://doi.org/10.1016/j.soildyn.2018.05.013
4. 4) Geyin, M., Baird, A. J., & Maurer, B. W. (2020a): Field assessment of liquefaction prediction models based on geotechnical versus geospatial data with lessons for each, Earthquake Spectra, 36(3), 1386–1411. https://doi.org/10.1177/8755293019899951
5. 5) Geyin, M., Maurer, B. W., Bradley, B. A., Green, R. A., & van Ballegooy, S. (2020b): CPT-based liquefaction case histories resulting from the 2010-2016 Canterbury, New Zealand, earthquakes: A Curated Digital Dataset (Version 2). DesignSafe-CI. https://doi.org/10.17603/ds2-tygh-ht91