Design Analysis and Observed Performance of a Tieback Anchored Pile Wall in Sand

Table 10

The design results for the sheet pile wall using Chinese code JGJ 120-2012.

Symbol	Classical method	Leading Software
	0.24	0.24
	4.20	4.20
d (m)	2.4	2.4
(kN·m/m)	249.4	281.9
Bending resistance overdesign factor	1.99	1.76
(kN/m)	80.2	127.2
Shear resistance overdesign factor	9.52	6.00
(kN/m)	92.8	100.5
Anchor pullout capacity overdesign factor	1.40	1.29