Investigating the Failure Mechanism of Jointed Rock Slopes Based on Discrete Element Method

Table 13

Calculated macroparameters of orthogonal test.

Plan	UCS	E	υ	TS	c	φ
1	106.88	14.25	0.2284	9.807	19.90	49.40
2	200.36	72.51	0.3986	4.96	33.54	53.10
3	63.35	17.61	0.1074	5.93	19.31	29.06
4	129.14	24.78	0.3519	10.43	29.25	42.55
5	155.18	12.48	0.4105	7.75	27.45	52.43
6	104.03	58.98	0.2012	8.17	25.52	39.12
7	97.28	77.64	0.1963	10.83	24.23	38.46
8	172.42	70.83	0.1108	8.42	36.36	45.22
9	109.90	29.02	0.2393	6.56	17.70	56.28
10	87.02	36.01	0.3577	7.41	19.30	44.00
11	109.63	40.45	0.2712	11.42	24.05	44.16
12	130.47	55.78	0.1073	5.95	25.44	49.13
13	136.94	43.27	0.5526	4.41	27.81	47.21
14	96.59	61.62	0.4252	8.86	20.63	45.47
15	118.23	83.75	0.2174	6.98	27.02	42.04
16	116.38	67.68	0.1085	10.61	24.75	44.48
17	108.39	28.81	0.2592	8.789	23.30	45.19
18	155.92	104.16	0.0686	9.88	37.77	39.27
19	154.22	37.83	0.3760	9.30	32.35	45.72
20	133.09	16.76	0.1200	12.03	29.36	43.67
21	97.65	44.29	0.5010	6.19	21.25	44.72
22	138.49	45.49	0.2425	5.23	26.45	49.71
23	130.88	58.14	0.0563	7.86	32.75	37.74
24	166.91	36.89	0.0861	9.56	37.11	43.12
25	91.87	23.91	0.4128	4.61	20.36	44.06