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

Table 1

Calculation results of under different dynamic load amplitudes ().

Time (s)
	0.1	1.1034	1.2069	1.3103	1.4138	1.5172	1.0974	1.1947	1.2921	1.3895	1.4868
0.3	1.3062	1.6124	1.9186	2.2248	2.5309	1.2882	1.5764	1.8646	2.1529	2.4411
0.5	1.4967	1.9934	2.4902	2.9869	3.4836	1.4676	1.9351	2.4027	2.8702	3.3378
0.7	1.6674	2.3349	3.0023	3.6697	4.3372	1.6283	2.2565	2.8848	3.5130	4.1413
0.9	1.8115	2.6230	3.4346	4.2461	5.0576	1.7639	2.5278	3.2916	4.0555	4.8194
1.1	1.9232	2.8464	3.7697	4.6929	5.6161	1.8690	2.7380	3.6071	4.4761	5.3451
1.3	1.9981	2.9962	3.9943	4.9923	5.9904	1.9395	2.8790	3.8185	4.7580	5.6975
1.5	2.0331	3.0663	4.0994	5.1325	6.1656	1.9725	2.9450	3.9174	4.8899	5.8624
1.7	2.0270	3.0539	4.0808	5.1078	6.1347	1.9667	2.9333	3.9000	4.8666	5.8333
1.9	1.9798	2.9596	3.9394	4.9192	5.8990	1.9223	2.8445	3.7668	4.6891	5.6114
2.1	1.8935	2.7871	3.6806	4.5742	5.4677	1.8411	2.6822	3.5233	4.3643	5.2054
2.3	1.7716	2.5433	3.3149	4.0866	4.8582	1.7263	2.4527	3.1790	3.9054	4.6317
2.5	1.6190	2.2379	2.8568	3.4758	4.0947	1.5826	2.1652	2.7478	3.3304	3.9131
2.7	1.4416	1.8831	2.3247	2.7662	3.2078	1.4156	1.8313	2.2469	2.6625	3.0782
2.9	1.2466	1.4931	1.7397	1.9862	2.2328	1.2321	1.4642	1.6962	1.9283	2.1604
3	1.1449	1.2897	1.4346	1.5794	1.7243	1.1364	1.2727	1.4091	1.5454	1.6818