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Table 2 Experimental data for PfSst and TenSst from uniaxial and triaxial experiments

From: Triaxial testing and hydraulic–mechanical modeling of sandstone reservoir rock in the Upper Rhine Graben

 

Density (kg/m3)

Confining pressure (MPa)

Maximum differential stress (MPa)

Young’s modulus (GPa)

Poisson’s ratio (–)

Temp (°C)

Pfinztal Sandstone

 PfSst_10

2290

0

13.0

0.18

20

 PfSst_12

2400

0

114

16.7

0.12

20

 PfSst_13

2540

0

114

15.6

0.19

20

 PfSst_16

2460

0

25.7

0.14

20

 PfSst_17

2380

0

26.8

0.1

20

 PfSst_18

2380

0

142

26.4

0.11

20

 PfSst_11

2280

50

337

11.8

20

 PfSst_28

2430

50

352

12.6

100

 PfSst_29

2400

50

366

12.7

80

 PfSst_14

2320

70

433

12.5

20

 PfSst_15

2290

90

471

13.0

20

Tennenbach Sandstone

 TenSst_9

2020

0

12.1

0.23

20

 TenSst_11

2090

0

42

11.6

0.27

20

 TenSst_14

2250

0

46

11.3

0.2

20

 TenSst_15

2170

0

47

11.5

0.24

20

 TenSst_18

2170

0

12.4

0.28

20

 TenSst_13

2070

50

251

10.9

20

 TenSst_26

2070

50

256

10.0

100

 TenSst_27

2070

50

243

11.0

80

 TenSst_24

2190

60

282

9.7

20

 TenSst_16

2030

70

310

10.0

20

 TenSst_17

2030

90

332

10.2

20

 TenSst_28

2070

90

358

10.9

20