A Study on the Mechanisms of Interaction between Deep Foundation Pits and the Pile Foundations of Adjacent Skewed Arches as well as Methods for Deformation Control

Table 2

The horizontal and vertical displacements of the pile cap in each case.

Monitoring points		Cases
		Case 1	Case 2	Case 3	Case 4	Case 5	Case 6
Horizontal displacement	Corner A	0.081	0.64	1.20	3.48	3.76	14.88
	Corner B	0.093	0.7	2.07	3.56	3.86	15.06
	Corner C	0.093	0.7	2.08	3.57	3.87	15.14
	Corner D	0.081	0.64	1.20	3.48	3.77	14.95
	Corner E	0.086	0.67	2.03	3.52	3.82	14.80
Vertical displacement	Corner A	0.89	0.75	0.59	0.70	1.15	10.83
	Corner B	1.16	3.43	3.49	3.97	5.08	3.04
	Corner C	1.15	3.39	3.45	3.94	5.05	3.21
	Corner D	0.87	0.71	0.55	0.67	1.12	10.96
	Corner E	1.04	2.13	2.11	2.42	3.20	7.83