Experimental Study on the Flexural Behavior of Connected Precast Concrete Square Piles

Table 4

Detailed data of flexural deformation (unit: mm).

Number of piles	No. 1	No. 2	No. 3	No. 4	No. 5
5A	23.88	34.52	40.95	36.99	24.52
6A	10	5.27	7.63	4.93	9.06
5-1	22.63	32.4	40.42	40.38	30.11
5-2	16.53	25.59	30.9	25.28	16.54
5-3	36.19	46.7	49.46	43.41	30.88
6-1	23.24	33.23	40.42	35.51	23.66
6-2	44.22	51.42	39.17	42.86	34.33
6-3	24.04	38.84	47.94	37.25	24.29