Table 1 Constitutive parameters used to describe the mechanical behavior of metagreywacke from room temperature to 500 ∘C under 50 MPa to 320 MPa effective normal stress including a pore-fluid pressure of 30 MPa
From: Large megathrust earthquakes in cold mantle wedge corners under lawsonite blueschist facies
Parameter | Symbol | Value | Unit |
|---|---|---|---|
Area of contact | |||
Reference friction coefficient | μ0 | 0.5 | |
Reference microasperity size | d0 | 1 | μm |
Microasperity size sensitivity | α | 0.06 | |
Normal stress sensitivity | β | 0.3 | |
Reference normal stress | σ0 | 165 | MPa |
Flow law | |||
Reference velocity | V0 | 1 | μm/s |
Reference shear strength | τ0 | 170 | MPa |
Stress power exponent | n1 | 60 | |
n2 | 35 | ||
n3 | 23 | ||
Activation energy | Q1 | 10 | kJ/mol |
Q2 | 50 | kJ/mol | |
Q3 | 90 | kJ/mol | |
Activation temperature | \({T}_{1}^{0}\) | 20 | ∘C |
\({T}_{2}^{0}\) | 280 | ∘C | |
\({T}_{3}^{0}\) | 280 | ∘C | |
Compressibility factor | ζ1 | 5 | |
ζ2 | 0 | ||
ζ3 | 0 | ||
Evolution law | |||
Reference strain-rate | f0 | 1 | 1/s |
Active gouge layer thickness | h | 1 | mm |
Characteristic strain | 1/λ | 0.02 | |
Micro-asperity size exponent | p1 | 4 αn1 | |
p2 | 0.95 αn2 | ||
Normal stress power exponent | q1 | 10 | |
q2 | 1 | ||
Activation energy | H1 | 40 | kJ/mol |
H2 | 90 | kJ/mol | |
Activation temperature | T1 | 0 | ∘C |
T2 | 415 | ∘C |