Displacement Calculation Method on Front Wall of Covered Sheet-Pile Wharf

Table 3

In situ measured data.

Observation cross section and calculation conditions		Bending moment of front wall (kN·m)		Anchorage wall (kN·m)	Bending moment Pile (kN·m)		Tension of tie rod (kN)	Displacement of anchorage point (cm)
		Maximum positive bending moment	Maximum negative bending moment	Maximum negative bending moment	Maximum positive bending moment	Maximum negative bending moment
Observation cross section	#2	813	−1119	−762	1735	−2001	601	6.2
	#3	682	−936	−847	1907	−2054	526
	#4	845	−839	−627	2180	−1823	446	4.7
Result	Condition 2	774	−700	−765	2739	−1988	636	9.0
	Condition 4	548	−568	−766	1713	−1713	433	6.5