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Advances in Civil Engineering
/
2019
/
Article
/
Fig 15
/
Research Article
Unloading Creep Characteristics of Frozen Clay Subjected to Long-Term High-Pressure
K
0
Consolidation before Freezing
Figure 15
The variation in creep parameters (
σ
1
= 8 MPa): (a)
E
1
, (b)
η
1
, (c)
η
2
, and (d)
e
.
(a)
(b)
(c)
(d)