Determination of Scale Effects on Mechanical Properties of Berea Sandstone

Table 3

Effects of LDR on UCS of Berea sandstone samples.

LDR	(in)	(in)	UCS (MPa)	UCSN	SFUCS
1	0.75	0.75	33.6	1.06	1.17
1	1	1	43.9	1.32
1	1.5	1.5	43.2	0.99
1	2	2	51.3	1.29
1	3	3	49.7	1.17
1	4	4	56.2	1.21
1.2	1	1.2	36.2	1.09	1.00
1.2	1.5	1.8	39.4	0.91
1.3	0.75	1	34.1	1.07	1.05
1.3	1.5	2	43.4	1.00
1.3	3	4	45.8	1.08
1.5	0.5	0.75	30.2	1.07	1.01
1.5	1	1.5	33.6	1.01
1.5	2	3	39.5	0.99
1.5	4	6	45.8	0.98
1.6	0.75	1.2	33.6	1.06	1.06
1.8	1	1.8	33.5	1.01	1.01
2	0.5	1	28.3	1	1
2	0.75	1.5	31.8	1
2	1	2	33.2	1
2	1.5	3	43.5	1
2	2	4	39.7	1
2	3	6	42.6	1
2	4	8	46.5	1
2.4	0.5	1.2	33.7	1.19	1.05
2.4	0.75	1.8	28.8	0.91
2.5	4	10	41.8	0.90	0.90
2.7	0.75	2	34	1.07	0.99
2.7	1.5	4	38.3	0.88
2.7	3	8	43.1	1.01
3	0.5	1.5	21.2	0.75	0.91
3	1	3	34	1.02
3	2	6	37.8	0.95
3.3	3	10	38.7	0.91	0.91
4	1	4	30.2	0.91	0.92
4	1.5	6	41.3	0.95
4	2	8	36	0.91
5	2	10	28.8	0.73	0.73
5.3	1.5	8	33.6	0.77	0.77
6	1	6	24.1	0.73	0.73
6.7	1.5	10	30.8	0.71	0.71