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

Table 4

Data for gravity retaining wall design.

Parameters	Notation	Value
Soil’s safe bearing capacity	SBC	150 kN/m^2
Masonry density	ϓm	24 kN/m^2
Backfill soil density	ϒs	18 kN/m^2
Angle of repose	ϕ	30°
Angle of surcharge	β	15°
Frictional coefficient between soil and concrete	μ	0.5
Wall height	h	3.8 m