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

Table 10

The maximum ML and MR values versus the surcharge loads.

Soil	qL	qR	ML (kNm)	MR (kNm)	qL	qR	ML (kNm)	MR (kNm)
	(kN/m)				(kN/m)
LS	10	0	417.70	417.40	10	10	423.30	423.20
	15	0	426.50	423.60	15	15	429.00	428.90
	20	0	429.10	425.20	20	20	431.10	431.10
	30	0	434.20	429.30	30	30	441.90	441.80
	45	0	441.20	436.70	45	45	456.70	456.60
	60	0	435.90	437.00	60	60	471.20	471.10
	60	45	462.10	464.70	60	15	445.70	445.20
	60	30	452.10	455.30	60	10	443.30	442.30
	60	20	446.90	447.60	0	0	410.70	410.70
DS	10	0	166.50	166.10	10	10	168.40	168.40
	15	0	168.20	167.60	15	15	171.40	171.40
	20	0	168.80	168.10	20	20	173.20	173.20
	30	0	173.30	171.30	30	30	178.50	178.50
	45	0	180.00	174.50	45	45	186.10	186.20
	60	0	180.50	157.00	60	60	193.80	193.90
	60	45	190.80	188.80	60	15	187.70	181.80
	60	30	189.40	185.50	60	10	185.40	179.90
	60	20	188.80	183.40	0	0	163.10	163.10