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Table 4 Flow law parameters of dry dunites determined from the constant-strain rate experimental data. The bounds column contains the lower and upper bounds used for Gibbs sampling. Steady-state parameters for dunites are from Chopra and Paterson (1984). The errors are for one standard deviation

From: MCMC inversion of the transient and steady-state creep flow law parameters of dunite under dry and wet conditions

Parameter

Symbol

Value

Bounds

Unit

Study

Pre-exponential factor

\(A_\mathrm {K}\)

\(10^{5.5\pm 0.6}\)

\(10^{-2}\) to \(10^{9}\)

\(\hbox {s}^{-1}\) \(\hbox {MPa}^{-\mathrm {n}_\mathrm {K}}\)

This study

Hardening coefficient

\(G_\mathrm {K}\)

\(33\pm 0.3\)

0.1 to 100

GPa

This study

Stress exponent

\(n_{\mathrm {K}}\)

\(2.0\pm 0.1\)

0.1 to 10

 

This study

Activation energy

\(E_{\mathrm {K}}\)

\(430\pm 20\)

100-800

kJ/mol

This study

Young’s modulus

\(G_{\mathrm {M}}\)

\(92\pm 2\)

10-200

GPa

This study

Pre-exponential factor

\(A_\mathrm {M}\)

\(10^{4.46\pm 0.09}\)

-

\(\hbox {s}^{-1}\) \(\hbox {MPa}^{-\mathrm {n}_\mathrm {M}}\)

Chopra and Paterson (1984)

Stress exponent

\(n_{\mathrm {M}}\)

\(3.6\pm 0.1\)

-

 

Chopra and Paterson (1984)

Activation energy

\(E_{\mathrm {M}}\)

\(535\pm 15\)

-

kJ/mol

Chopra and Paterson (1984)