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Advances in Civil Engineering
/
2019
/
Article
/
Fig 5
/
Research Article
Unloading Creep Characteristics of Frozen Clay Subjected to Long-Term High-Pressure
K
0
Consolidation before Freezing
Figure 5
The regression curves of
−(
σ
1
−
σ
3
): (a)
σ
1
= 8 MPa and (b)
σ
1
= 10 MPa.
(a)
(b)