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

Table 1

Parameters of excavation support system.

Parameters	Diaphragm walls			Struts
Thickness, d (cm)	40	80	120	–
Material type	Elastic	Elastic	Elastic	Elastic
EA (kN/m)	24 × 10^6	48 × 10^6	72 × 10^6	2 × 10^6
EI (kNm^2/m)	320 × 10^3	256 × 10^4	864 × 10^4	–
	0.15	0.15	0.15	–