Review Article
Soil Fatigue from Induced Seismicity
Table 3
Bray and Travasarou dependence on
ky [
32].
| | Dependence on ky | P (D = “0”) | D (cm) | Dmedian (cm) | D1 (cm) | D3 (cm) |
| | 0.020 | 0.00 | 50.1 | 50.1 | 96.5 | 26.0 | | 0.05 | 0.00 | 22.2 | 22.2 | 42.7 | 11.5 | | 0.07 | 0.00 | 14.3 | 14.3 | 27.5 | 7.4 | | 0.1 | 0.00 | 8.3 | 8.3 | 15.9 | 4.3 | | 0.15 | 0.01 | 4.0 | 4.0 | 7.7 | 2.0 | | 0.2 | 0.07 | 2.2 | 2.1 | 4.2 | 0.9 | | 0.3 | 0.47 | 0.9 | 0.3 | 1.3 | <1 | | 0.4 | 0.82 | 0.4 | <1 | 0.2 | <1 |
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