Supporting Technical Assessments

EGL Ref: 8983 8 October 2021 Page 22 File: TSF3 Stability Analysis Appendix Summary.docx.doc B11. REFERENCES 1. Buxton, R. and Langridge, R. (2017) Seismic Design Spectra for Martha Hill Mine with Rock Ground Conditions, GNS Science Consultancy Report 2017/177. 2. McVerry, G.H.; Zhao, J.X.; Abrahamson, N.A.; Somerville, P.G. (2006) New Zealand Acceleration Response Spectrum Attenuation Relations for Crustal and Subduction Zone Earthquakes. Bulletin of the New Zealand Society for Earthquake Engineering, Vol. 39 (4), 1-5. 3. Bradley, B.A. (2013) A New Zealand-Specific Pseudo spectral Acceleration Ground ‐ Motion Prediction Equation for Active Shallow Crustal Earthquakes Based on Foreign Models, Bulletin of the Seismological Society of America, 103(3): 1801-1822, doi: 10.1785/0120120021. 4. Wair, B.R., DeJong, J.T., Shantz, T., Guidelines for the estimation of Shear Wave Velocity Profiles. PEER Report 2012/08 Pacific Earthquake Engineering Research Center, December 2012 5. Idriss, I. M., & Boulanger, R. W. (2008). Soil liquefaction during earthquakes: Vol. Monograph MNO-12. Earthquake Engineering Research Institute. 6. Lin, Y.C., Joh, S.H, Stokoe, K.H. (2014) Analysis of the UTexas 1 Surface Wave Dataset Using the SASW Methodology. Geo-Congress 2014 Technical Papers, GSP 234 7. Harder, L.F (1999) ‘Performance of Earth Dams During the Loma Prieta Earthquake’, Earth Structures and Engineering Characterization of Ground Motion. 8. Yu, L., Kong, X., Xu, B., (2012) Seismic Response Characteristics of Earth and Rockfill, 15th World Conference in Earthquake Engineering 9. Makdisi, F. I., Seed, H. B., (1977) Simplified procedure for estimating earthquake induced deformation in dams and embankments. EERC 77 19 10. Bray, J.D., and Macedo, J. (2019) Procedure for Estimating Shear-Induced Seismic Slope Displacement for Shallow Crustal Earthquakes, J. of Geotechnical and Geoenvironmental Engineering, ASCE, V. 145(12), doi: 10.1061/(ASCE)GT.1943-5606.0002143.

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