An Experimental Study on the Ecological Support Model of Dentate Row Piles

Table 4

Calculation of pile bending moment.

Pile number	Depth (cm)	d (mm)	D (mm)	EI (N·m^2)	M (N·m) (15 cm)	M (N·m) (25 cm)	M (N·m) (40 cm)
4	10	16	22	124.17	115.81	149.47	186.45
	20	16	22	124.17	172.86	256.54	399.27
	30	16	22	124.17	−201.93	−433.1	626.16
	40	16	22	124.17	−246.93	−359.5	−686.31
	50	16	22	124.17	−40.36	−56.98	−125.98
	60	16	22	124.17	−68.21	−82.87	−154.43
10	10	16	22	124.17	59.31	89.03	148.73
	20	16	22	124.17	91.01	216.2	315.61
	30	16	22	124.17	142.03	234.48	548.6
	40	16	22	124.17	123.45	−391.5	−596.34
	50	16	22	124.17	23.6	−64.39	−113.48
	60	16	22	124.17	49.15	−70.8	−126.18