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

Table 3

Material property of the used cement grouts.

No.	ratio	(kPa)	μe (Pa·s)	τ0 (Pa)	ρ (g/cm^3)	Ke (cm/s)	n	l0 (cm)	t (s)
1	1.0	80	0.0096	1.563	1.49	0.0344	0.4	0.5	120
2	1.0	100	0.0096	1.563	1.49	0.0344	0.4	0.5	120
3	1.0	120	0.0096	1.563	1.49	0.0344	0.4	0.5	120
4	1.5	80	0.0073	0.3568	1.37	0.0344	0.4	0.5	120
5	1.5	100	0.0073	0.3568	1.37	0.0344	0.4	0.5	120
6	1.5	120	0.0073	0.3568	1.37	0.0344	0.4	0.5	120
7	2.0	80	0.0067	0.0971	1.30	0.0344	0.4	0.5	150
8	2.0	100	0.0067	0.0971	1.30	0.0344	0.4	0.5	150
9	2.0	120	0.0067	0.0971	1.30	0.0344	0.4	0.5	180