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Table T2. Data from consolidation and grain size measurements.

Core, section, interval
(cm)		 Depth
CSF-A (m)		 Lithologic
unit		 CRS
test		 e0 ϕ0 Cc Cs k0
(m2)		 D50
(mm)		 Sand
(%)		 Silt
(%)		 Clay
(%)		 σ
(ϕ)
341-U1420A-                          
58R-1, 133–137.5 546.86 III CRS004 0.56 0.36 0.19 0.029 3.6E–17 0.0122 28.5 41.2 30.3 3.7
65R-2, 134–138 616.23 III CRS003 0.58 0.37 0.13 0.023 7.8E–17 0.0143 35.0 34.7 30.3 3.5
86R-1, 130–135 818.43 III CRS006 0.58 0.37 0.18 0.036 1.5E–17 0.0162 40.9 30.1 28.9 4.1
92R-1, 129–133 876.61 III CRS007 0.69 0.41 0.25 0.036 1.2E–17 0.00232 4.23 47.6 48.2 2.3
98R-2, 130–134.5 936.32 III CRS008 0.51 0.34 0.17 0.024 9.4E–17 0.00898 36.1 31.3 32.7 3.5
106R-3, 47–52 1014.20 III CRS010 0.50 0.33 0.14 0.027 2.0E–13 0.0969 53.1 32.4 14.6 3.2
341-U1421A-                          
62X-1, 130–135.5 492.63 II CRS005 0.70 0.41 0.14 0.026 4.5E–17 0.00899 33.4 34.0 32.7 4.0
76X-1, 133–137 607.05 II CRS009 0.69 0.41 0.19 0.035 7.6E–15 0.00687 27.4 37.4 35.1 3.6

CRS = constant-rate-of-strain. All nomenclature is defined in Table T1.

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