Experimental and Numerical Study on the Permeation Grouting Diffusion Mechanism considering Filtration Effects

Table 4

Experimental designs.

No.	Grouting flow rate	Water/cement ratio	Terminal time/s
1	2.85 L/min	1.5	20
2	2.85 L/min	1.5	40
3	2.85 L/min	1.5	60
4	2.85 L/min	1.5	80
5	2.85 L/min	1.5	100
6	2.85 L/min	1.5	120
7	2.85 L/min	1.5	140
8	1.45 L/min	1.5	120
9	4.30 L/min	1.5	40
10	2.85 L/min	1	60
11	2.85 L/min	2	60