Active Earth Pressure against Rigid Retaining Walls for Finite Soils in Sloping Condition considering Shear Stress and Soil Arching Effect

Table 2

List of tests.

Test number	Soil height (m)	Slope top width (m)	Aspect ratio
I	0.500	0.050	0.10
II	0.500	0.100	0.20
III	0.500	0.150	0.30
IV	0.500	0.200	0.40