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Advances in Civil Engineering
/
2019
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Article
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Tab 5
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Research Article
Creep Investigation on Shale-Like Material with Preexisting Fissure under Coupling Temperatures and Confining Pressures
Table 5
Creep strain rate of each stage at different confining pressures.
σ
c
(MPa)
Creep strain rate (×10
−3
/h)
First stage
Second stage
Third stage
Fourth stage
0
0.27
0.24
0.26
0.29
1
0.32
0.28
0.22
0.60
3
0.38
0.31
0.35
0.95
5
0.42
0.35
0.45
0.89
7
0.48
0.50
1.21
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