Physical Model Test on the Influence of Karst Cave under and in front of Pile on the Stability of Embedded End of Antislide Pile

Table 3

Orthogonal test design of horizontal bearing pile.

Group number	A	B	C	D	E
1	1.60	1.60	0.30	0.6	1.22
2	1.60	0.80	1.60	0.82	1.67
3	0.80	1.20	2.00	0.82	2.5
4	1.20	2.00	1.20	2.5	2.5
5	1.20	1.60	2.00	1.22	0.82
6	2.40	0.40	1.20	0.82	1.22
7	0.40	1.20	1.20	1.67	1.67
8	1.20	0.80	0.90	1.67	1.22
9	2.00	2.00	0.30	0.82	0.4
10	1.20	1.20	0.30	0.4	2.5
11	0.40	0.40	0.30	1.67	0.6
12	2.40	0.40	2.00	2.5	0.4
13	0.40	0.80	2.00	0.6	0.6
14	0.40	2.40	1.60	2.5	2.5
15	1.60	2.00	2.00	1.67	2.5
16	2.00	0.40	1.20	0.6	2.5
17	0.80	1.60	1.20	2.5	0.6
18	2.40	2.00	0.90	0.4	0.6
19	1.20	2.40	0.60	0.82	0.6
20	0.80	0.40	0.90	1.22	2.5
21	0.80	0.40	1.60	0.4	1.22
22	1.60	2.40	1.20	0.4	0.82
23	0.40	2.00	1.60	2.5	0.82
24	2.40	0.80	0.60	2.5	2.5
25	2.40	1.20	0.30	0.6	0.82
26	0.40	0.40	0.30	2.5	2.5
27	0.40	1.20	0.60	2.5	1.22
28	0.80	2.00	0.60	0.6	1.67
29	2.40	2.40	0.30	1.22	1.67
30	2.00	2.40	2.00	2.5	1.22
31	1.20	0.40	0.30	2.5	1.67
32	0.80	0.80	0.30	2.5	0.82
33	0.40	2.40	0.90	0.6	2.5
34	2.00	0.80	0.30	0.4	2.5
35	1.60	0.40	0.30	2.5	0.6
36	1.60	1.20	0.90	2.5	0.4
37	1.60	0.40	0.60	1.22	2.5
38	0.40	2.00	0.30	1.22	1.22
39	0.40	1.60	0.30	0.82	2.5
40	2.00	1.20	1.60	1.22	0.6
41	2.40	1.60	1.60	1.67	2.5
42	0.40	0.40	0.90	0.82	0.82
43	2.00	1.60	0.90	2.5	1.67
44	2.00	0.40	0.60	1.67	0.82
45	1.20	0.40	1.60	0.6	0.4
46	0.40	1.60	0.60	0.4	0.4
47	0.40	0.80	1.20	1.22	0.4
48	0.40	0.40	2.00	0.4	1.67
49	0.80	2.40	0.30	1.67	0.4