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

Table 4

The effects of the boundary conditions on the excavation model.

Boundaries (m)	Soil	Tst (kN)	Hv (mm)	UyL (mm)	UxL (mm)	ML (kNm)
X = 200 Y = 100	LS	896.31	142.50	−15.79	33.64	426.00
	DS	509.52	62.40	−12.50	17.34	173.70
X = 300 Y = 150	LS	888.07	156.20	−10.90	33.63	428.80
	DS	502.84	71.98	−7.98	17.21	178.80
X = 500 Y = 250	LS	883.39	167.50	−5.67	34.50	437.40
	DS	501.49	81.84	−3.87	17.28	181.40
X = 700 Y = 350	LS	869.95	175.00	−4.02	37.10	456.40
	DS	506.17	87.21	−3.40	18.18	185.70
X = 900 Y = 450	LS	888.48	183.90	−4.64	40.11	476.00
	DS	491.85	90.69	−3.08	18.72	190.40
X = 1100 Y = 550	LS	887.93	186.10	−4.09	42.38	489.70
	DS	497.24	93.30	−2.83	19.78	200.00