Table T1. Results of consolidation tests using the Manheim squeezer.
 
Core, section, interval (cm) Depth
(mbsf)
Square root time model   Finite difference model   Sample
axis alignment
Axial load
(MPa)
Porosity
(%)
Hydraulic conductivity
(m/s) x 10-11
Specific storage (m-1) x 10-4
Hydraulic conductivity
(m/s) x 10-11
Specific storage (m-1) x 10-4
195-1200D-









1H-2, 121-130 2.75 11.2 5.3
9.2 5.0
Vertical 6.3 44


12.1 5.5
9.0 5.3
Horizontal 6.3
1H-3, 120-130 4.25 4.4 3.4
4.0 3.4
Vertical 6.3 48


5.7 4.4
4.7 4.3
Vertical 6.3
1H-4, 120-130 5.75 1.7 0.7
3.0 0.3
Vertical 63.0 49


5.6 3.8
4.8 3.8
Vertical 6.3
1H-5, 10-20 6.15 3.9 3.5
3.5 3.5
Vertical 6.3 NA


5.3 3.3
4.2 3.5
Vertical 6.3
2H-2, 88-98 9.33 4.2 3.2
3.8 3.1
Vertical 6.3 52


6.0 3.6
4.8 3.4
Horizontal 6.3
9H-1, 80-90 28.85 5.2 3.4
5.0 3.0
Vertical 6.3 43
195-1200E-









1H-1, 120-130 1.25 24.4 5.8
14.0 6.0
Vertical 6.3 58


27.5 5.8
19.0 5.4
Horizontal 6.3
2H-3, 123-133 10.38 9.0 3.2
8.0 3.2
Vertical 6.3 48
5H-3, 51-61 20.67 5.6 3.2
3.7 6.3
Vertical 6.3 48


5.8 3.3
4.7 3.5
Horizontal 6.3
7H-5, 30-40 32.25 1.1 0.6
1.0 0.6
Vertical 31.4 53


1.4 1.2
1.9 0.8
Horizontal 31.4
10H-1, 120-130 53.65 4.0 1.9
3.7 1.9
Vertical 6.3 43


4.1 1.7
4.0 1.7
Horizontal 6.3
10H-3, 62-72 56.07 4.4 2.5
4.5 2.2
Vertical 6.3 42


4.4 2.5
4.6 2.1
Horizontal 6.3

Note: NA = not available.