An Improved KNN-Based Slope Stability Prediction Model

Table 8

Values of the influencing factors in the shaking table test.

Test number	Slope angle (°)	Slope height (m)	Cohesion (MPa)	Internal friction angle (°)	Unit weight (kN/m^3)	Groundwater level (m)	Earthquake intensity	Rainfall intensity (mm)
1#	45	40	0.01	35.00	18	20	4	20
2#	45	40	0.01	35.00	18	20	5	20
3#	45	40	0.01	35.00	18	20	6	30
4#	45	40	0.01	35.00	18	20	7	30
5#	45	40	0.01	35.00	18	20	7	30
6#	40	40	0.02	30.00	19	18	7	40
7#	40	45	0.02	30.00	17	16	4	40
8#	40	45	0.02	32.00	18	16	5	40
9#	40	45	0.04	32.00	17	18	6	50
10#	40	45	0.04	38.00	19	16	7	50
11#	50	45	0.04	38.00	19	20	6	50
12#	50	50	0.06	36.00	17	14	6	60
13#	50	50	0.06	36.00	18	14	7	60