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Table 1 Physical properties used in the simulations

From: Dynamic earthquake sequence simulation with an SBIEM accounting for interseismic poroelastic rebound

Poroelastic properties

  

 Shear wave speed

\({c}_{\text{s}}\)

\(3 \,\text{km}/\text{s}\)

 Shear modulus

\(\mu\)

\(30 \,\text{GPa}\)

 Biot’s stress coefficient

\(\alpha\)

\(0.47\)*

 Undrained Poisson’s ratio

\({\nu }_{\text{u}}\)

\(0.34\)*

 Drained Poisson’s ratio

\({\nu }_{\text{d}}\)

\(0.25\)*

 Diffusion coefficient

\(c\)

Variable

Frictional properties

  

 Direct effect parameter

\(A\)

\(1 \text{MPa}\)

 Evolution effect parameter

\(B\)

\(1.5 \text{MPa} \left(\left|x\right|\le R\right)\)

  

\(0 \left(\left|x\right|\ge 1.1R\right)\)

Aging law

  

State-evolution slip distance

\({L}^{\text{ag}}\)

\(\left[0.15\uppi \left(1-{\nu }_{\text{u}}\right){\left(B-A\right)}^{2}/b\mu \right]R\)

Modified slip law

  

State-evolution slip distance

\({L}^{\text{sl}}\)

\(2\times {10}^{-6}R\)

Characteristic time

\({t}_{\text{c}}\)

\({L}^{\text{sl}}/(1 \,\text{m}/\text{s})\)

  1. * Properties for granite in Wang (2001)
  2. The other poroelastic properties appearing in the main text (\(M\) and \(\kappa\)) can be expressed in terms of the properties listed here. Parameter studies in terms of \(c\) were conducted