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Table 1 Summary of the physical parameters controlling fault dynamics

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

\({\bar{\sigma }}\)

20 MPa

60 MPa

110 MPa

110 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

8 cm

8 cm

5 mm

1 cm

Loading rate

\(V_\text {L}\)

31 mm/year

52 mm/year

84 mm/year

84 mm/year

Segment width

W

21.2 km

60 km

24 km

58 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

\({\bar{\sigma }}\)

70 MPa

20 MPa

80 MPa

80 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

10 cm

5 mm

2.5 cm

20 cm

Loading rate

\(V_\text {L}\)

84 mm/year

84 mm/year

84 mm/year

84 mm/year

Segment width

W

11 km

44.8 km

53.5 km

32 km

Fault dip

\(\phi\)

10.6\(^\circ\)

30.0\(^\circ\)

30.0\(^\circ\)

31.0\(^\circ\)

  1. The model assumes uniform elastic properties with a shear modulus of \(G=30\) GPa, Poisson’s ratio \(\nu =0.25\), and shear wave speed \(V_S=3\times 10^{3}\) m/s. The reference slip velocity is \(V_0=10^{-6}\) m/s