Research Article
Optimal Intensity Measures for Probabilistic Seismic Stability Assessment of Large Open-Pit Mine Slopes under Different Mining Depths
Table 5
Candidate intensity measures for this study.
| No. | Categories | IM | Description | Definition | Units |
| 1 | Acceleration-related | PGA | Peak ground acceleration | Max (|a (t)|) | m/s2 | 2 | | SMA | Sustained maximum acceleration | 3rd largest peak in acceleration time history | m/s2 | 3 | Ia | Arias intensity | | m/s | 4 | CAV | Cumulative absolute velocity | | m/s | 5 | ARMS | Acceleration root-mean-square | | m/s2 | 6 | Ic | Characteristic intensity | | — | 7 | EDA | Effective design acceleration | Peak acceleration value remaining after filtering out frequencies beyond 9 Hz | m/s2 | 8 | A95 | A95 parameter | 95% acceleration level of total arias intensity | m/s2 | 9 | Sa (T1) | Spectral acceleration at T1 | | m/s2 | 10 | Sa (1.5T1) | Spectral acceleration at 1.5T1 | | m/s2 | 11 | ASI | Acceleration spectrum intensity | | m/s | 12 | EPA | Effective peak acceleration | | m/s2 | 13 | Velocity-related | PGV | Peak ground velocity | Max (|v(t)|) | m/s | 14 | SMV | Sustained maximum velocity | 3rd largest peak in velocity time history | m/s | 15 | | Velocity root-mean-square | | m/s | 16 | SED | Specific energy density | | m2/s | 17 | FR1 | Frequency ratio 1 | PGV/PGA | s | 18 | Sv (T1) | Spectral velocity at T1 | | m/s | 19 | Sv (1.5T1) | Spectral velocity at 1.5T1 | | m/s | 20 | VSI | Velocity spectrum intensity | | m | 21 | EPV | Effective peak velocity | | m/s | 22 | HI | Housner intensity | | m | 23 | Displacement-related | PGD | Peak ground displacement | Max (|d(t)|) | m | 24 | DRMS | Displacement root-mean-square | | m | 25 | FR2 | Frequency ratio 2 | PGD/PGV | s | 26 | Sd (T1) | Spectral displacement at T1 | | m | 27 | Sd (1.5T1) | Spectral displacement at 1.5T1 | | m | 28 | DSI | Displacement spectrum intensity | | — | 29 | Duration-related | D5–95 | Significant duration | | s |
|
|