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

Table 9

The maximum UxL and UxR values versus the surcharge loads.

Soil	qL	qR	UxL (mm)	UxR (mm)	qL	qR	UxL (mm)	UxR (mm)
	(kN/m)				(kN/m)
LS	60	60	40.31	−40.33	45	0	53.40	−18.17
	60	45	45.64	−33.05	30	0	46.77	−22.69
	60	30	50.67	−26.21	20	0	42.00	−26.18
	60	20	53.14	−22.12	15	0	39.62	−27.89
	60	15	54.41	−20.18	10	0	37.13	−29.66
	60	10	55.86	−18.44	0	0	32.83	−32.82
	60	0	60.67	−14.36	20	20	35.41	−35.39
	45	45	38.25	−38.24	15	15	34.79	−34.77
	30	30	36.56	−36.54	10	10	34.13	−34.11
DS	60	60	18.80	−18.78	45	0	23.02	−13.50
	60	45	19.95	−17.31	30	0	20.52	−14.63
	60	30	21.92	−15.72	20	0	18.84	−15.37
	60	20	22.96	−14.70	15	0	18.36	−15.76
	60	15	23.57	−14.17	10	0	17.86	−16.13
	60	10	24.59	−13.42	0	0	16.88	−16.87
	60	0	25.92	−12.16	20	20	17.50	−17.50
	45	45	18.21	−18.20	15	15	17.44	−17.44
	30	30	17.74	−17.74	10	10	17.15	−17.15