Supporting Technical Assessments

EGL Ref: 8983 8 October 2021 Page 21 File: TSF3 Stability Analysis Appendix Summary.docx.doc TABLE B15: ESTIMATED CO-SEISMIC SLOPE DEFORMATION CALCULATION INPUTS SECTION 1 AND 2 OBE SEE CME Earthquake - Mw=7.3 SEE CME Aftershock - Mw=6.3 SEE 1 in 10,000 year Earthquake SEE 1 in 10,000 year Earthquake Aftershock – Mw=6.3 Section Scenario Direction/ Profile Slip Surface Total Height of Slip Surface (m) Slide mass velocity Vs (m/s) Ts (s) 1.3Ts (s) ky (g) Sa (1.3Ts) (g) Amp. Ratio Amp. Sa(1.3Ts) Mean Mw Permanent Def. (cm) Sa (1.3Ts) Amp. Ratio Amp. Sa(1.3Ts) Permanent Def. (cm) Sa (1.3Ts) Amp. Ratio Amp. Sa(1.3Ts) Permanent Def.(cm) Sa (1.3Ts) Amp. Ratio Amp. Sa(1.3Ts) Mean Mw Permanent Def.(cm) Sa (1.3Ts) Amp. Ratio Amp. Sa(1.3Ts) Permanent Def.(cm) 1 DS Oper. Top 1/3rd emb. 10 303 0.09 0.11 0.69 0.23 3.6 0.81 6.4 <0.5 0.57 2.0 1.14 <0.5 to 0.6 0.36 2.70 0.97 <0.5 1.06 1.50 1.59 7.00 <0.5 to 3 0.75 2.00 1.50 <0.5 to 1.6 1 DS Oper. Top 2/3rds emb. 31 383 0.21 0.27 0.44 0.22 2.3 0.50 6.4 <0.5 0.59 1.5 0.89 <0.5 to 2.7 0.37 1.85 0.69 <0.5 0.87 1.25 1.09 7.1 <0.5 to 4.8 0.53 1.5 0.79 <0.5 to 0.9 1 DS Oper. Full emb. 46 514 0.23 0.30 0.25 0.20 1 0.20 6.4 <0.5 0.55 1 0.55 <0.5 to 3.5 0.35 1.00 0.35 <0.5 0.80 1.00 0.80 7.30 1.9 to 9.7 0.47 1.00 0.47 <0.5 to 1.1 2 DS Oper. Top 1/3rd emb. 10 303 0.09 0.11 0.69 0.23 3.6 0.81 6.4 <0.5 0.57 2.0 1.14 <0.5 to 0.6 0.36 2.70 0.97 <0.5 1.06 1.50 1.59 7.00 <0.5 to 3 0.75 2.00 1.50 <0.5 to 1.6 2 DS Oper. Top 2/3rds emb. 31 383 0.21 0.27 0.40 0.22 2.3 0.50 6.4 <0.5 0.59 1.5 0.89 <0.5 to 3.8 0.37 1.85 0.69 <0.5 to 0.8 0.87 1.25 1.09 7.10 <0.5 to 6.2 0.53 1.50 0.79 <0.5 to 1.3 2 DS Oper. Full emb. 45 514 0.23 0.30 0.18 0.20 1 0.20 6.4 <0.5 0.55 1 0.55 1.3 to 7.8 0.35 1.00 0.35 <0.5 to 1.1 0.80 1.00 0.80 7.10 3.8 to 16.1 0.47 1.00 0.47 <0.5 to 2.8

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