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

Table 5

The effect of the mesh size on the excavation model.

Mesh	Soil	Tst (kN)	UxL (mm)	UyL (mm)	ML (kNm)	Hv (mm)
Very coarse	LS	843.17	72.80	−42.93	365.80	199.00
	DS	504.49	30.20	−9.29	255.90	88.72
Coarse	LS	815.31	65.06	−37.73	499.50	190.10
	DS	482.13	27.93	−8.19	209.10	88.37
Medium	LS	813.34	63.85	−37.46	477.90	186.40
	DS	465.53	26.90	−8.09	205.30	87.49
Fine	LS	815.23	60.67	−35.50	447.20	181.60
	DS	454.80	25.92	−8.73	185.70	87.43
Very fine	LS	806.23	60.18	−36.40	429.40	179.60
	DS	461.18	25.50	−9.20	182.80	87.19