Experimental Study on the Mechanical Mechanism of Arch-Chord-Coupled Antisliding Structure

Table 3

Comparison of extreme values of earth pressure on piles ().

Pile
	Case 1	Case 2	Case 3	Case 4
A1	1	1	0.53	0.55
A2	0.82	0.85	0.57	0.6
A3	0.76	0.74	0.65	0.71
F	0.62	0.57	0.83	0.86
C1	0.54	0.61	1	1
C2	0.51	0.54	0.97	0.92
C3	0.43	0.42	0.92	0.9
M	0.75	0.77	0.71	0.77
Standard deviation	0.18	0.18	0.17	0.15

Note: : earth pressure on any pile; : maximum earth pressure under this case.