[Retracted] Stability Evaluation of Rock Slope in Hydraulic Engineering Based on Improved Support Vector Machine Algorithm

Table 2

The model parameters and the forecast results.

The serial number	Bulk density	Cohesive force	Angle of internal friction	The slope angle	The top level	The pore water pressure	Safety factor	State of the slope
1	1.2286	0.635	0.706	0.3705	0.6358	0.1532	−0.3294	Stable
2	1.1797	0.1951	0.635	0.2491	0.55	0.5588	0.5676	Damage
3	0.4537	0.8658	0.713	0.0588	0.7353	0.2727	−0.1899	Damage
4	0.3312	5.65	70.47	0.1818	0.8939	62	123.1061	Damage
5	1.0759	0.789	0.736	0.0062	0.5886	0.6842	0.7798	Stable
6	1.1716	0.8792	0.5868	0.6053	0.3421	0.2798	0.2175	Damage
7	0.8557	0.699	0.5423	3254	1	0	−1	Stable
8	1.1696	0.632	2.1696	0.1197	0.686	0.2647	−0.1566	Stable
9	0.9292	0.908	0.8868	0.2647	0.7647	0.1212	−0.5223	Stable
10	1.1322	0.83	2.1322	0.1818	0.9394	0	−0.9394	Stable
11	13.631	0. 827	13.631	0.0092	0.6007	0.8684	1.1361	Damage
12	64.47	0. 872	64.47	0.75	0.3421	0.3705	0.3989	Damage
13	0.836	0.077	−0.682	0.o	0.4295	3352	6703.571	Damage
14	0.817	0.21	−0.397	0.452	0	0	0	Damage
15	0.83	0.3705	−0.089	0.0862	0.2647	0	−0.2647	Damage
16	0.349	0.3352	0.3214	0.6176	0.1212	0.077	0.0328	Damage
17	0.212	0.1818	0.1516	0.3636	0.1078	0.2105	0.3132	Damage
18	0.645	0.0062	−0.6326	0.6332	1	0.3705	−0.259	Stable