Table T3. Summary of derived and measured hydraulic conductivity results.
Hole, core,
section
´
(kPa)
e start
of load
e end
of load
Average
e
Cv
(cm2/s)
Av
(m2/N)
Derived k
(cm/s)
Measured k
(cm/s)
Ratio
Slope
Intercept
207-
1257C-1R-2 2093 1.77 1.73 1.75 1.57E–04 7.81E–08 4.46E–10 1.78E–07 398.9 1.29 –8.98

3140 1.73 1.59 1.66 1.50E–03 1.35E–07 7.65E–09 1.19E–07 15.6


4186 1.59 1.45 1.52 4.79E–04 1.35E–07 2.57E–09 8.29E–08 32.2


6280 1.45 1.26 1.35 8.43E–04 9.28E–08 3.34E–09 4.33E–08 13.0


8374 1.26 1.12 1.19 1.08E–04 6.33E–08 3.15E–10 2.95E–08 93.9

1257C-6R-3 1036 0.83 0.81 0.82 7.62E–04 8.38E–08 3.52E–09 4.39E–09 1.2 3.90 –11.58

1554 0.81 0.79 0.80 1.32E–03 5.24E–08 3.87E–09 3.00E–09 0.8


2072 0.79 0.76 0.77 4.62E–04 4.83E–08 1.26E–09 2.25E–09 1.8


3109 0.76 0.71 0.74 6.97E–04 4.87E–08 1.96E–09 1.29E–09 0.7


4145 0.71 0.67 0.69 2.94E–04 4.29E–08 7.49E–10 1.27E–09 1.7


6281 0.67 0.62 0.64 1.60E–03 2.53E–08 2.47E–09




8290 0.62 0.53 0.58 9.23E–05 4.11E–08 2.42E–10



1257C-13R-1 2049 1.51 1.45 1.48 2.77E–03 1.30E–07 1.48E–08 9.50E–07 64.0 1.98 –8.92

3073 1.45 1.35 1.40 4.63E–03 9.60E–08 1.86E–08 5.12E–07 27.6


4098 1.35 1.25 1.30 3.04E–04 9.10E–08 1.21E–09 3.28E–07 271.3


6147 1.25 1.08 1.17 2.11E–03 8.70E–08 8.50E–09 1.71E–07 20.2


8196 1.08 0.95 1.01 1.46E–04 6.20E–08 4.52E–10 1.18E–07 261.5

1257C-16R-5 1554 0.59 0.54 0.56 9.52E–03 7.82E–08 4.78E–08

3.46 –10.52

2073 0.54 0.51 0.53 1.94E–04 7.05E–08 9.01E–10 1.25E–09 1.4


3108 0.51 0.46 0.48 1.83E–04 4.21E–08 5.22E–10 1.47E–09 2.8


4145 0.46 0.43 0.45 9.81E–05 3.00E–08 2.04E–10 1.37E–09 6.7


6217 0.43 0.37 0.40 6.95E–05 2.77E–08 1.38E–10 4.28E–10 3.1


8290 0.37 0.33 0.35 1.34E–04 1.91E–08 1.90E–10



1258B-36R-2 2582 1.00 0.95 0.98 3.78E–04 6.92E–09 1.33E–10

5.88 –15.26

3785 0.95 0.90 0.93 8.09E–04 4.25E–09 1.79E–10




5482 0.90 0.80 0.85 7.48E–04 6.20E–09 2.52E–10




6635 0.80 0.71 0.75 1.53E–05 7.53E–09 6.61E–12




8030 0.71 0.59 0.65 7.74E–06 6.97E–09 3.28E–12



1258B-45R-4 6140 0.89 0.82 0.86 2.26E–08 1.42E–03 1.74E–09




7140 0.82 0.80 0.81 3.22E–08 4.72E–04 8.36E–10




8200 0.80 0.77 0.79 5.87E–09 9.95E–05 3.22E–11 1.67E–07


1259A-3R-5 246 1.89 1.83 1.86 1.15E–02 6.50E–07 2.62E–07

1.29 –8.19

369 1.83 1.75 1.79 9.03E–03 7.10E–07 2.31E–07 1.27E–06 5.5


553 1.75 1.64 1.69 5.23E–03 5.60E–07 1.09E–07 8.27E–07 7.6


1107 1.64 1.43 1.54 9.15E–03 3.85E–07 1.40E–07 4.02E–07 2.9


2214 1.43 1.16 1.29 7.62E–03 2.48E–07 8.27E–08 1.99E–07 2.4


4428 1.16 0.85 1.00 5.87E–03 1.37E–07 4.02E–08 8.47E–08 2.1

1261A-4R-2 400 1.25 1.20 1.22 9.38E–04 5.50E–07 2.33E–08

1.50 –9.69

500 1.20 1.13 1.16 4.12E–04 7.10E–07 1.36E–08




750 1.13 1.03 1.08 3.13E–04 4.16E–07 6.29E–09




1000 1.03 0.95 0.99 2.39E–04 3.04E–07 3.66E–09




2000 0.95 0.72 0.84 5.01E–04 2.38E–07 6.52E–09




3000 0.72 0.62 0.67 3.62E–04 1.06E–07 2.31E–09



1261A-4R-2 B 1274 1.13 0.96 1.05 2.47E–04 3.11E–07 3.77E–09 2.56E–09 0.7 1.09 –9.66

2582 0.96 0.75 0.86 3.60E–04 1.65E–07 3.20E–09 1.29E–09 0.4


5482 0.75 0.39 0.57 2.50E–04 1.28E–07 2.04E–09 5.92E–10 0.3

1261A-6R-6 1824 0.97 0.91 0.94 1.42E–03 1.10E–07 8.11E–09 3.50E–09 0.4 1.16 –9.74

2582 0.91 0.81 0.86


2.81E–09



3785 0.81 0.68 0.75 4.51E–04 1.08E–07 2.81E–09 1.67E–09 0.6


5482 0.68 0.52 0.60 3.08E–04 9.58E–08 1.85E–09 1.31E–09 0.7

1261A-9R-5 2582 0.88 0.82 0.85 8.61E–04 8.45E–08 3.94E–09 2.98E–09 0.8 0.99 –9.37

3785 0.82 0.71 0.77 3.85E–04 9.33E–08 2.05E–09 2.44E–09 1.2


5400 0.71 0.57 0.64 3.35E–04 8.51E–08 1.74E–09 1.15E–09 0.7


8030 0.57 0.20 0.39
1.49E–07
7.44E–10


1261A-13R-4 4145 0.75 0.70 0.72 9.27E–04 4.80E–08 2.58E–09




6218 0.70 0.60 0.65 7.71E–04 4.80E–08 2.24E–09




8290 0.60 0.52 0.56 4.45E–04 3.60E–08 1.03E–09



1261A-20R-1 4145 0.87 0.85 0.86 8.35E–03 1.60E–08 7.23E–09




6218 0.85 0.81 0.83 9.62E–03 1.90E–08 1.00E–08




8290 0.81 0.77 0.79 4.05E–03 2.00E–08 4.51E–09



Note: ´ = effective stress, e = void ratio, Cv = coefficient of consolidation, Av = slope of the load-displacement curve, k = hydraulic conductivity.