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Advances in Civil Engineering
/
2020
/
Article
/
Fig 9
/
Research Article
Parametric Study on the Ground Control Effects of Rock Bolt Parameters under Dynamic and Static Coupling Loads
Figure 9
Roadway tensile failure distribution at different grouting lengths: (a)
T
= 0 s; (b)
T
= 0.1 s.
(a)
(b)