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Advances in Civil Engineering
/
2021
/
Article
/
Tab 1
/
Research Article
A Study on the Mechanisms of Tension-Shear Failure and the Estimation Model for Key Parameters of Free-Face-Assisted Rock Breaking
Table 1
The
test values and model values under different penetration depths.
(mm)
10
30
50
70
90
Test value
,
H
= 3 mm
18.5°
25.3°
—
—
—
Test value
,
H
= 6 mm
14.1°
25.5°
25.5°
27.1°
—
Test value
,
H
= 9 mm
12.8°
17.2°
19.5°
24.2°
28.8°
Model value
36.65°