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Table T3. Consolidation properties, Site C0011.
|
CRS
|
Nankai silty claystone
(%)
|
Silt
(%)
|
Specimen data
|
Test conditions
|
Consolidation properties
|
wn
(%)
|
Si
(%)
|
ei
|
Gs
|
dε/dt
(%/h)
|
Cc
(0.2–1 MPa)
|
Cc
(5–20 MPa)
|
Ce
(5–20 MPa)
|
σ’pc
(kPa) |
γ
(m2)
|
log(k0) (m2)
|
Cv (m2/s)
|
|
CRS090
|
100
|
0
|
56.64
|
93.1
|
1.63
|
2.680
|
0.2
|
0.64
|
0.36
|
0.056
|
100
|
11.1
|
–22.9
|
6.1E–9
|
|
CRS091
|
88
|
12
|
54.09
|
93.0
|
1.56
|
2.676
|
0.35
|
0.56
|
0.32
|
0.053
|
100
|
11.6
|
–22.8
|
5.6E–9
|
|
CRS093
|
76
|
24
|
47.97
|
93.8
|
1.37
|
2.673
|
0.5
|
0.50
|
0.31
|
0.040
|
100
|
11.2
|
–22.3
|
1.0E–8
|
|
CRS094
|
64
|
36
|
42.50
|
94.3
|
1.20
|
2.669
|
0.7
|
0.43
|
0.29
|
0.036
|
100
|
10.5
|
–21.5
|
2.0E–8
|
|
CRS089
|
52
|
48
|
38.06
|
96.15
|
1.06
|
2.666
|
0.9
|
0.34
|
0.27
|
0.030
|
100
|
9.9
|
–21.0
|
6.9E–8*
|
|
CRS088
|
40
|
60
|
34.76
|
94.90
|
0.98
|
2.662
|
1.05
|
0.26
|
0.24
|
0.017
|
100
|
9.8
|
–20.5
|
3.2E–7*
|
* = Cv determined at maximum vertical effective stress due to curvature of plot. CRS = constant rate of strain consolidation test number. wn= water content measured on specimen; ei = initial void ratio calculated from water content measured on specimen and grain density; Gs = specific gravity measured on bulk Nankai silty claystone and on silt-size silica from US Silica, interpolated for intermediate mixtures; dε/dt = strain rate (was not adjusted during consolidation test); Cc, Ce = compression index and expansion index (effective stress range over which Cc and Ce were determined is shown).
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