Analysis of the Stability of Reinforced Plastic Waste Treated Clay as Embankment Fill on Soft Soils

Table 2

Mechanical properties of geogrid reinforcement.

Material	Elastic axial stiffness (KN/m)	Poisson’ ratio
G-1	200	0.25
G-2	500	0.25
G-3	900	0.25
G-4	1500	0.25