On the Responses of Braced Diaphragm Wall Supporting Deep Excavation Subjected to Asymmetric Surcharge Loads

Table 11

The maximum UyL and UyR values versus the surcharge loads.

	qL	qR	Uy (mm)		qL	qR	Uy (mm)
	(kN/m)		LS	DS	(kN/m)		LS	DS
UyL	60	60	−5.70	0.11	60	0	−35.50	−8.73
UyR			−5.69	0.15			26.64	11.93
UyL	60	45	−13.50	−1.87	45	0	−25.50	−4.54
UyR			5.34	2.97			22.15	10.83
UyL	60	30	−21.80	−4.07	30	0	−14.10	−1.12
UyR			14.22	5.89			18.57	9.26
UyL	60	20	−25.80	−5.05	20	0	−5.75	1.44
UyR			18.79	8.01			16.65	8.25
UyL	60	10	−29.50	−7.17	10	0	2.12	3.60
UyR			22.51	9.85			12.58	7.02
UyL	45	45	−2.01	1.64	20	20	3.30	3.83
UyR			−1.98	1.64			3.31	3.83
UyL	30	30	1.30	2.93	10	10	6.01	4.80
UyR			1.32	2.93			6.01	4.80