Interval Nonprobabilistic Reliability Analysis for Ancient Landslide considering Strain-Softening Behavior: A Case Study

Table 4

Results of central composite design in FLAC 3D.

Number	(kPa)	(°)	(kPa)	(°)		-FLAC 3D
1	16.80	24.70	12.50	17.90	0.00	1.408
2	12.50	24.70	12.50	17.90	0.00	1.405
3	16.80	17.90	12.50	17.90	0.00	1.408
4	12.50	17.90	12.50	17.90	0.00	1.405
5	16.80	24.70	3.10	17.90	0.00	1.364
6	12.50	24.70	3.10	17.90	0.00	1.364
7	16.80	17.90	3.10	17.90	0.00	1.364
8	12.50	17.90	3.10	17.90	0.00	1.359
9	16.80	24.70	12.50	10.60	0.00	0.852
10	12.50	24.70	12.50	10.60	0.00	0.852
11	16.80	17.90	12.50	10.60	0.00	0.852
12	12.50	17.90	12.50	10.60	0.00	0.853
13	16.80	24.70	3.10	10.60	0.00	0.793
14	12.50	24.70	3.10	10.60	0.00	0.793
15	16.80	17.90	3.10	10.60	0.00	0.793
16	12.50	17.90	3.10	10.60	0.00	0.796
17	16.80	24.70	12.50	17.90	0.10	1.834
18	12.50	24.70	12.50	17.90	0.10	1.817
19	16.80	17.90	12.50	17.90	0.10	1.421
20	12.50	17.90	12.50	17.90	0.10	1.402
21	16.80	24.70	3.10	17.90	0.10	1.821
22	12.50	24.70	3.10	17.90	0.10	1.804
23	16.80	17.90	3.10	17.90	0.10	1.406
24	12.50	17.90	3.10	17.90	0.10	1.392
25	16.80	24.70	12.50	10.60	0.10	1.714
26	12.50	24.70	12.50	10.60	0.10	1.697
27	16.80	17.90	12.50	10.60	0.10	1.278
28	12.50	17.90	12.50	10.60	0.10	1.260
29	16.80	24.70	3.10	10.60	0.10	1.701
30	12.50	24.70	3.10	10.60	0.10	1.681
31	16.80	17.90	3.10	10.60	0.10	1.267
32	12.50	17.90	3.10	10.60	0.10	1.249
33	14.65	21.30	7.80	14.25	0.00	1.097
34	14.65	21.30	7.80	14.25	0.04	1.364
35	14.65	21.30	7.80	14.25	0.05	1.414
36	14.65	21.30	7.80	14.25	0.06	1.454
37	14.65	21.30	7.80	14.25	0.10	1.535
38	12.64	18.22	3.91	11.39	0.01	0.928
39	13.66	19.90	6.19	12.91	0.04	1.261
40	15.14	21.96	9.26	15.14	0.07	1.561
41	16.13	23.63	10.36	16.61	0.09	1.731
42	16.33	24.23	11.47	17.59	0.10	1.798