Simulation Study on Strength and Failure Characteristics for Granite with a Set of Cross-Joints of Different Lengths

Table 4

Simulation test results.

Condition	Uniaxial compressive strength (MPa)	Elastic modulus (GPa)	Condition	Uniaxial compressive strength (MPa)	Elastic modulus (GPa)
1	131.97	29.10	14	109.85	28.57
2	129.89	28.88	15	113.42	28.58
3	125.59	28.87	16	121.19	28.82
4	127.47	28.86	17	117.82	28.64
5	129.41	28.88	18	121.08	28.65
6	123.55	28.93	19	114.58	28.61
7	110.68	28.71	20	111.85	28.66
8	114.28	28.60	21	129.3	28.84
9	118.34	28.65	22	126.38	28.54
10	120.87	28.71	23	119.89	28.54
11	114.48	28.79	24	110.78	28.61
12	111.06	28.53	25	128.64	28.78
13	110.33	28.54	—