Table 3 Numerical simulation and theoretical model are compared to calculate the parameter table.

From: Research on the migration patterns and termination pressure of grouting slurry in horizontal boreholes within deep limestone aquifers

Slurry parameters

Fracture parameter

Grouting pressure/MPa

Hydrostatic pressure/MPa

Water cement ratio

Viscosity/Pa·s

Density/Kg.m−3

Width/mm

Dip angle/°

3:1

0.0742

1160

5

30

0.15

0.1

2:1

0.0967

1248

1:1

μ = 0.1198e^0.0001t

1424

0.8:1

μ = 0.1611e^0.0001t

1446

0.6:1

μ = 0.3612e^(t × 9 × 10^-5)

1667

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