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Advances in Civil Engineering
/
2020
/
Article
/
Tab 6
/
Research Article
The Uniaxial Creep Characteristics of Red Sandstone under Dry-Wet Cycles
Table 6
Variation of
φ
and
c
with the number of dry-wet cycles of the red sandstone.
n
3
6
9
σ
1
(MPa)
15.3
12.7
12.7
φ
(°)
64
54
38
c
(MPa)
8.66
6.16
4.10