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Advances in Civil Engineering
/
2019
/
Article
/
Tab 4
/
Research Article
Dynamic Compression Properties and Deterioration of Red-Sandstone Subject to Cyclic Wet-Dry Treatment
Table 4
Decay constant and half-life of dynamic UCS of red-sandstone after cyclic W-D cycles.
Loading rate (s
−1
)
100
150
200
250
300
Decay constant,
λ
(×10
−3
)
8.91
8.31
7.83
7.43
7.07
Half-life,
77.8
83.4
88.5
93.3
98.0