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Table 1 Experimental setting for dry dunite deformation from Chopra and Paterson (1984). All the stress-versus-strain series are available from their supplementary material. The initial conditions used to solve the ordinary differential equation for the MCMC inversion and the best-fit model are provided here

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

Run number

T (K)

\({\dot{\varepsilon }}\) in \(\hbox {s}^{-1}\)

\(\sigma (0)\)

\(\varepsilon _\mathrm {M}(0)\)

\(\varepsilon _\mathrm {K}(0)\)

\(\varepsilon (0)\)

4580

1673

1.0 × 10\(^{-4}\)

0

0

0

0

4580

1673

3.2 × 10\(^{-5}\)

190

3.52

0.58

4.1

4580

1673

9.9 × 10\(^{-6}\)

138

6.67

0.43

7.1

4469

1573

1.1 × 10\(^{-4 }\)

0

0

0

0

4469

1573

1.0 × 10\(^{-5}\)

131

7.69

0.01

7.7

4469

1573

1.1 × 10\(^{-4}\)

229

8.93

0.67

9.6

4526

1483

5.3 × 10\(^{-5}\)

0

0

0

0

4675

1483

1.2 × 10\(^{-5}\)

0

0

0

0

4675

1483

1.3 × 10\(^{-6}\)

389

4.53

1.17

5.7

4461

1463

1.1 × 10\(^{-5}\)

0

0

0

0

4581

1573

1.1 × 10\(^{-4}\)

0

0

0

0

4581

1573

3.3 × 10\(^{-5}\)

368

3.95

1.15

5.1

4581

1573

1.0 × 10\(^{-5}\)

271

7.18

0.82

8.0

4666

1483

3.6 × 10\(^{-5}\)

0

0

0

0

4666

1483

3.7 × 10\(^{-6}\)

470

5.9

1.5

7.4

4668

1483

9.7 × 10\(^{-6}\)

0

0

0

0

4668

1483

1.1 × 10\(^{-6}\)

348

1.5

1.1

2.6

4667

1483

3.1 × 10\(^{-5}\)

0

0

0

0

4667

1483

3.4 × 10\(^{-6}\)

567

5.6

1.7

7.3

4576

1573

1.1 × 10\(^{-4}\)

0

0

0

0

4462

1473

1.2 × 10\(^{-5}\)

0

0

0

0

4506

1553

1.2 × 10\(^{-4}\)

0

0

0

0