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Advances in Civil Engineering
/
2019
/
Article
/
Tab 1
/
Research Article
Unloading Creep Characteristics of Frozen Clay Subjected to Long-Term High-Pressure
K
0
Consolidation before Freezing
Table 1
The basic physical properties of the clay specimens.
G
s
ρ
d
(g·cm
−3
)
Composition of grains (%)
(%)
(%)
>0.25 mm
0.25∼0.1 mm
0∼0.075 mm
0∼0.045 mm
<0.045 mm
2.71
1.49
3
6.32
2.71
6.11
81.86
58.83
28.93