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Advances in Civil Engineering
/
2019
/
Article
/
Tab 4
/
Research Article
Grouting Reinforcement Technique in Wind Oxidation Zone by Power Law Superfine Cement Slurry Considering the Time-Varying Rheological Parameters
Table 4
Grouting parameters.
k
n
c
0
(Pa·s
n
)
R
0
(mm)
(kN/m
3
)
(%)
(kN/m
3
)
(%)
(MPa·s)
(m/s)
P
0
(MPa)
0.014
0.3632
1.96
13
25.2
3
22.6
12.9
91.32
1.89 × 10
−6
0.3