Experimental Study on the Mechanical Properties and Seepage Characteristics of Red Sandstone with a Single Persistent Joint under Triaxial Compression

Table 2

The detailed geometry of red sandstone specimens in triaxial compression drainage tests.

Inclination angles	Specimen label	(mm)	(mm)	(MPa)	(MPa)
0°	SD-0°-10-4	49.95	98.91	10	4
	SD-0°-10-8	50.02	97.91	10	8
	SD-0°-20-4	49.93	97.43	20	4
	SD-0°-20-8	49.97	98.20	20	8
45°	SD-45°-10-4	50.10	96.64	10	4
	SD-45°-10-8	50.05	99.15	10	8
	SD-45°-20-4	50.28	97.30	20	4
	SD-45°-20-8	50.03	97.86	20	8
90°	SD-90°-10-4	51.10	99.89	10	4
	SD-90°-10-8	50.83	100.02	10	8
	SD-90°-20-4	51.21	99.84	20	4
	SD-90°-20-8	51.11	100.21	20	8