From: Frictional and structural controls of seismic super-cycles at the Japan trench
Parameter | Symbol | Megasplay | Frontal prism | Forearc upper crust | Forearc basement |
---|---|---|---|---|---|
Static friction coefficient | \(\mu _0\) | 0.6 | 0.3 | 0.3 | 0.6 |
Effective normal stress | \({\bar{\sigma }}\) | 20Â MPa | 60Â MPa | 110Â MPa | 110Â MPa |
Direct-effect parameter | a | \(1\times 10^{-2}\) | \(1\times 10^{-2}\) | \(1\times 10^{-2}\) | \(1\times 10^{-2}\) |
Steady-state parameter | \(b-a\) | \(4.0\times 10^{-3}\) | \(8.0\times 10^{-3}\) | \(4.0\times 10^{-3}\) | \(4.0\times 10^{-3}\) |
Characteristic weakening distance | L | 8Â cm | 8Â cm | 5Â mm | 1Â cm |
Loading rate | \(V_\text {L}\) | 31Â mm/year | 52Â mm/year | 84Â mm/year | 84Â mm/year |
Segment width | W | 21.2Â km | 60Â km | 24Â km | 58Â km |
Fault dip | \(\phi\) | 15.74\(^\circ\) | 5.5\(^\circ\) | 5.0\(^\circ\) | 10.6\(^\circ\) |
Parameter | Symbol | Arc lower crust | Mantle wedge corner | Cold nose | Upper mantle |
---|---|---|---|---|---|
Static friction coefficient | \(\mu _0\) | 0.6 | 0.3 | 0.6 | 0.6 |
Effective normal stress | \({\bar{\sigma }}\) | 70Â MPa | 20Â MPa | 80Â MPa | 80Â MPa |
Direct-effect parameter | a | \(2\times 10^{-2}\) | \(2\times 10^{-2}\) | \(1\times 10^{-2}\) | \(2\times 10^{-2}\) |
Steady-state parameter | \(b-a\) | \(-\,8.0\times 10^{-3}\) | \(2.0\times 10^{-3}\) | \(-\,2.0\times 10^{-3}\) | \(-\,1.0\times 10^{-3}\) |
Characteristic weakening distance | L | 10Â cm | 5Â mm | 2.5Â cm | 20Â cm |
Loading rate | \(V_\text {L}\) | 84Â mm/year | 84Â mm/year | 84Â mm/year | 84Â mm/year |
Segment width | W | 11Â km | 44.8Â km | 53.5Â km | 32Â km |
Fault dip | \(\phi\) | 10.6\(^\circ\) | 30.0\(^\circ\) | 30.0\(^\circ\) | 31.0\(^\circ\) |