Seepage Behaviour of Fractured Rock Mass Infilling Using Different Transfixion Rates under Cyclic Loading

Table 1

Selected sample parameters.

No.	Height (mm)	Diameter (mm)	Weight (g)	Density (g/cm^3)
G1	97.23	49.83	390.89	2.06
G2	97.22	49.67	385.39	2.04
G3	97.15	49.51	383.53	2.05
F1	98.26	49.81	394.62	2.06
F2	97.12	49.75	390.90	2.07
F3	96.70	49.75	383.68	2.04
E1	96.25	49.60	385.09	2.07
E2	96.56	49.62	386.30	2.06
E3	93.51	49.90	373.64	2.04
D1	96.98	49.75	385.24	2.04
D2	98.16	49.76	390.41	2.04
D3	98.13	49.75	388.73	2.03