Modelling of Permeation Grouting considering Grout Self-Gravity Effect: Theoretical and Experimental Study

Table 1

Parameters of three grouts used for the study.

Grout type	μe (Pa·s)	τ0 (Pa)	ρ (g/cm^3)	Ke (cm/s)	n	l0 (cm)	t (s)	(kPa)
Power law	—	—	1.86	0.03	0.4	2.5	600	200
Bingham	0.0096	1.563	1.49	0.03	0.4	2.5	600	200
Newtonian	0.0047	0	1.30	0.03	0.4	2.5	600	200

Note. n is porosity.