Table T1. Triaxial test data, Sites U1322 and U1324. (See table notes.)
| Hole, core, section, interval (cm) |
Depth (mbsf) |
Setting | Saturation pressure (kPa) |
Consolidation pressure (kPa) |
Cell pressure (kPa) |
Maximum shear stress (kPa) |
Young’s modulus (kPa) |
Permeability (m2) |
Hydraulic conductivity (m/s) |
Water content (%) |
Grain density (g/cm3) |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 308- | |||||||||||
| U1324B-17H-CC | 153.36 | Normally sedimented | 370.6 | 668.1 | 750 | 115.71465 | 13.61227 | 2.46010E–17 | 2.40820E–10 | 20.6652 | 2.5791 |
| 734.9 | 1423.5 | 1200 | 140.729 | 15.13501 | 1.26257E–15 | 1.23593E–08 | |||||
| 833.9 | 1606.5 | 1700 | 91.17590098 | 17.40052 | 1.47159E–16 | 1.44055E–09 | |||||
| U1324B-44H-1, 100–120 | 353.7 | Normally sedimented | 370 | 700 | 750 | 83.37622 | 5.6499 | 3.95703E–17 | –3.87356E–10 | 27.5655 | 2.7166 |
| 596.7 | 1159.6 | 1200 | 59.12865 | 2.9541 | 1.31403E–16 | 1.28630E–09 | |||||
| 846.2 | 1687.9 | 1700 | 6.088 | 1.9699 | 1.63191E–14 | 1.59748E–07 | |||||
| U1324B-50H-2, 110–130 | 390.5 | Levee turbidite | 458.5 | 969.6 | 1000 | 67.25981 | 5.848856647 | 2.5624E–16 | 2.50834E–09 | 23.9 | 2.73 |
| 846.2 | 1644.4 | 1700 | 45.37831 | 6.015 | 1.05190E–16 | 1.02970E–09 | |||||
| U1324C-7H-2, 15–40 | 406.65 | Distal turbidite | 374 | 720.6 | 750 | 57.74 | 4.378300198 | 1.89251E–16 | 1.85259E–09 | 18.33 | 2.708 |
| 374 | 720.6 | 750 | 64.587 | 3.751156543 | 1.74720E–16 | 1.71034E–09 | |||||
| 815.4 | 1539.9 | 1700 | 149.179 | 8.0631 | 7.09299E–16 | 5.78420E–09 | |||||
| U1322B-21H-2, 38–58 | 179.38 | Base of MTD | 478.2 | 992.9 | 1000 | 26.936 | 5.700905028 | 4.00235E–16 | 3.91792E–09 | 30.7514 | 2.6723 |
| 789.7 | 1533.7 | 1700 | 42.092 | 7.608794707 | 1.14712E–16 | 1.12292E–09 | |||||
Notes: Young’s moduli from initial slope M0. Water content and grain density are given where these parameters could be reliably measured. MTD = mass transport deposit.
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