Numerical Analysis of Dynamic Responses of Rock Containing Parallel Cracks under Combined Dynamic and Static Loading

Table 4

Calculation results of under different inclination angles (α).

(°)
	15	1.9002	2.0669	1.9721	1.7302	1.8969	1.8021
20	1.8840	2.0477	1.9547	1.7140	1.8777	1.7847
25	1.8744	2.0363	1.9443	1.7044	1.8663	1.7743
30	1.8680	2.0287	1.9373	1.6980	1.8587	1.7673
35	1.8633	2.0231	1.9322	1.6933	1.8531	1.7622
40	1.8596	2.0188	1.9283	1.6896	1.8488	1.7583
45	1.8567	2.0153	1.9252	1.6867	1.8453	1.7552
50	1.8543	2.0125	1.9225	1.6843	1.8425	1.7525
55	1.8522	2.0100	1.9203	1.6822	1.8400	1.7503
60	1.8504	2.0078	1.9183	1.6804	1.8378	1.7483
65	1.8487	2.0058	1.9165	1.6787	1.8358	1.7465
70	1.8472	2.0040	1.9149	1.6772	1.8340	1.7449
75	1.8458	2.0024	1.9133	1.6758	1.8324	1.7433
80	1.8444	2.0008	1.9119	1.6744	1.8308	1.7419