Failure Behavior of Thin Disc Sandstone under Coupled Bending-Seepage Condition

Table 2

The peak values for different samples.

Sample number	GS05	GS10	RS05	RS10
Peak load (kN)	4.065	6.419	5.915	7.283
Displacement on the peak load (mm)	0.609	0.603	1.162	1.363