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

Table 8

The maximum Tst values versus the surcharge loads qL and qR.

Soil	qL	qR	Tst (kN)	qL	qR	Tst (kN)
	(kN/m)			(kN/m)
LS	10	0	732.12	10	10	746.33
	15	0	747.19	15	15	757.67
	20	0	752.84	20	20	766.21
	30	0	767.46	30	30	796.07
	45	0	794.45	45	45	856.67
	60	0	815.24	60	60	899.46
	60	45	869.28	60	15	822.46
	60	30	838.61	60	10	816.03
	60	20	828.43	0	0	716.21
DS	10	0	393.38	10	10	402.78
	15	0	397.51	15	15	414.54
	20	0	400.71	20	20	418.82
	30	0	414.17	30	30	434.07
	45	0	429.81	45	45	468.50
	60	0	453.68	60	60	506.22
	60	45	489.56	60	15	457.55
	60	30	474.89	60	10	458.71
	60	20	463.21	0	0	385.28