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Table T3. Summary of sample data and experimental results, organized by drill site and depth. (See table notes.)

Test information Test conditions Specimen data Consolidation data
Test Hole, core, section Depth (mbsf) Strain rate (%/h) ub (kPa) ei ho Diameter
(mm) 		Cc Pc′ Casag (kPa) Pc′ SED (kPa) Po OCR Casag OCR SED
U-068 C0001E-7H-7 58.25 0.20 300 1.69 19.67 36.6 0.713 609 553 339 1.80 1.63
MU-1 C0001E-8H-3 64.37 0.50 201 1.45 24.36 41.0 0.535 585 678 380 1.54 1.78
U-071 C0001E-10H-5 85.22 0.25 300 1.86 20.07 50.0 0.651 486 458 510 0.95 0.90
U-088 C0001E-10H-5 85.22 0.50 300 1.59 14.58 36.6 0.603 527 475 510 1.03 0.93
U-085 C0001E-13H-6 114.88 0.37 300 1.69 20.07 36.6 0.790 1271 1138 708 1.80 1.61
U-081 C0001E-13H-6 114.88 0.25 300 1.35 19.96 50.0 0.686 1231 1341 708 1.74 1.89
MU-2 C0001F-6H-5 158.41 0.70 203 1.64 22.36 41.0 0.762 1280 1180 1003 1.28 1.18
MU-3 C0001F-14H-2 209.38 0.70 202 1.31 23.35 41.0 0.721 NA NA NA NA NA
MU-4 C0001H-4R-6 264.59 0.70 202 1.44 24.15 41.0 1.034 NA NA NA NA NA
MU-5 C0001H-14R-6 356.42 0.70 202 1.28 18.36 41.0 1.032 NA NA NA NA NA
MU-6 C0001H-24R-3 440.34 0.70 202 0.93 24.55 41.0 1.058 NA NA NA NA NA
U-136 C0004D-47R-2 357.11 0.21 300 1.06 20.03 36.6 0.768 6289 6300 2678 2.35 2.35
U-140 C0004D-51R-2 375.08 0.23 300 0.79 19.50 36.6 0.746 8387 8375 2836 2.96 2.95
MU-7 C0004D-52R-3 380.81 0.50 202 0.73 18.77 41.0 0.624 9484 9000 2887 3.29 3.12
U-127 C0008C-9H-5 71.64 0.68 400 0.98 20.09 50.0 0.419 628 783 487 1.29 1.61
MU-8 C0008A-17H-8 137.23 0.50 203 1.19 24.34 41.0 0.425 570 522 940 0.61 0.56
MU-10 C0008C-23X-6 152.73 0.50 202 1.18 22.35 41.0 0.616 1764 1750 1055 1.67 1.66
MU-11 C0008C-23X-6 152.84 0.50 205 1.03 23.35 41.0 0.609 2559 2690 1056 2.42 2.55
MU-9 C0008A-27H-2 211.95 0.50 200 1.34 23.35 41.0 0.638 1680 1850 1569 1.07 1.18

Notes: * = no Pc′ values estimated for these samples in wedge; in situ values of e taken as value at yield stress. Cc values based on uniaxial stress path, so may not reflect real loading path in wedge. K values computed from laboratory-derived values of intrinsic permeability and accounting for in situ fluid viscosity as a function of temperature. Casag = Casagrande method, SED = strain energy density, OCR = overconsolidation ratio, SQD = sample quality designation (Lunne et al., 1997).

Test information Projected in situ properties* Sample quality designation
Test Hole, core, section Depth (mbsf) e K (m/s) k (m2) Δe Δe⁄ei SQD
U-068 C0001E-7H-7 58.25 1.58 1.71E–09 2.84E–16 0.11 0.07 B
MU-1 C0001E-8H-3 64.37 1.14 8.05E–10 1.33E–16 0.31 0.21 D
U-071 C0001E-10H-5 85.22 1.69 7.46E–10 1.20E–16 0.17 0.09 C
U-088 C0001E-10H-5 85.22 1.40 6.95E–11 1.12E–17 0.19 0.12 C
U-085 C0001E-13H-6 114.88 1.56 4.62E–10 7.11E–17 0.13 0.08 C
U-081 C0001E-13H-6 114.88 1.20 1.31E–09 2.02E–16 0.15 0.11 C
MU-2 C0001F-6H-5 158.41 1.27 4.02E–10 5.80E–17 0.37 0.23 D
MU-3 C0001F-14H-2 209.38 1.08 2.83E–10 3.83E–17 0.23 0.17 D
MU-4 C0001H-4R-6 264.59 1.25 1.41E–10 1.80E–17 0.19 0.13 D
MU-5 C0001H-14R-6 356.42 1.03 7.42E–11 8.50E–18 0.25 0.20 D
MU-6 C0001H-24R-3 440.34 0.77 3.50E–11 3.65E–18 0.16 0.18 D
U-136 C0004D-47R-2 357.11 0.90 1.29E–10 1.37E–17 0.16 0.15 D
U-140 C0004D-51R-2 375.08 0.71 6.25E–11 6.50E–18 0.08 0.10 C
MU-7 C0004D-52R-3 380.81 0.58 1.01E–10 1.05E–17 0.15 0.20 D
U-127 C0008C-9H-5 71.64 0.89 3.51E–10 5.58E–17 0.09 0.09 C
MU-8 C0008A-17H-8 137.23 0.90 2.15E–10 3.10E–17 0.29 0.24 D
MU-10 C0008C-23X-6 152.73 1.00 3.81E–10 5.22E–17 0.18 0.15 D
MU-11 C0008C-23X-6 152.84 0.89 2.04E–10 2.79E–17 0.14 0.14 D
MU-9 C0008A-27H-2 211.95 1.04 2.22E–10 2.89E–17 0.30 0.22 D

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