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Advances in Civil Engineering
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2021
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Article
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Tab 3
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Research Article
Shear Properties of Cemented Paste Backfill under Low Confining Stress
Table 3
Configuration of direct shear tests.
Binder content
B
c
(%)
Binder type
Curing time
t
(days)
Stress interval (kPa)
Number of samples
4.2
100% GPC
3, 7, 14, and 28
1, 20, 40, 80, 130, 210
24
6.9
100% GPC
3, 7, 14, and 28
1, 20, 40, 80, 130, 210
24
9.7
100% GPC
3, 7, 14, and 28
1, 20, 40, 80, 130, 210
24