Active and Passive Earth Pressure Calculation Method for Double-Row Piles considering the Nonlinear Pile Deformation

Table 4

Values of and at each depth of the passive zone.

Depth (m)	(mm)
17	11.46	0.005812	−0.841
18	10.71
19	10.31	0.006334	−0.711
20	10.20
21	10.28	0.006215	−0.636
22	10.15