Performance Comparison and Critical Finite Element Based Experimental Analysis of Various Forms of Reinforcement Retaining Structural System

Table 5

Design standard with a surcharge load.

Height (m)	Surcharge angle up to 15°
	SBC 80		SBC 100		SBC 150
	Base width	Top width	Base width	Top width	Base width	Top width
1	0.5	0.45	0.5	0.45	0.5	0.45
2	0.9	0.5	0.9	0.5	0.9	0.5
3	1.55	0.5	1.55	0.5	1.55	0.5
4	2.2	0.6	2.2	0.6	2.2	0.6
5	3.85	0.8	3.5	0.8	2.65	0.8
6	4.9	1	4.7	1	4.1	1