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

Table 6

The influence of the ratio of Df to He on the excavation model.

Df/He	Soil	Tst (kN)	UxL (mm)	UyL (mm)	ML (kNm)
0.25	LS	885.81	68.69	−49.31	607.10
	DS	505.33	25.66	−10.03	210.60
0.5	LS	846.26	63.23	−40.60	464.70
	DS	470.59	25.49	−9.26	183.20
1	LS	806.23	60.18	−36.40	429.40
	DS	461.18	25.50	−9.20	182.80
1.5	LS	806.38	59.13	−35.91	427.30
	DS	469.77	25.93	−10.16	179.30
2	LS	817.25	57.05	−33.97	423.50
	DS	472.32	25.93	−10.56	179.30