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

Table 2

For horizontal loads.

Load	Horizontal load (kN)	Perpendicular distance from A (m)	Moment about A (kNm)
Active earth pressure	1/2 × 40.2 × 6.7 = 134.67		300.31
Total	134.67		300.31