Total Seepage Resistance Model of Water-Displacing Diffusion of Slurry in Series and Parallel Fractures

Table 2

Parameters of water-displacing grouting in the herringbone fracture.

L1 (m)	b1 (mm)	b2 (mm)	b3 (mm)	α2 (°)	α3 (°)	p1 (MPa)	p2 (MPa)
10	0.8	1.0	1.0	30	30	0.25	0.1