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

Table 7

The effect of R_inter on the excavation model.

Rinter	Soil	Tst (kN)	UxL (mm)	UyL (mm)	Hv (mm)	ML (kNm)
0.4	LS	845.96	72.37	−52.45	196.40	504.00
	DS	489.87	29.09	−11.97	88.56	215.30
0.6	LS	806.23	60.18	−36.40	179.60	429.40
	DS	461.18	25.50	−9.20	87.19	182.80
0.8	LS	778.37	53.74	−28.17	173.40	395.50
	DS	441.32	23.66	−7.25	86.28	206.30
1	LS	765.77	50.25	−24.51	171.40	402.10
	DS	438.62	22.92	−3.41	85.96	215.60