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Advances in Civil Engineering
/
2019
/
Article
/
Tab 4
/
Research Article
The Analytical Approach to Evaluate the Load-Displacement Relationship of Rock Bolts
Table 4
Input parameters for the bond-slip model.
τ
p
(MPa)
δ
p
(mm)
τ
r
(MPa)
δ
r
(mm)
1.34
10.37
0.47
35.02