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

Table 3

Material properties of embankment and foundation soils.

Soil properties	Foundation soil I	Foundation soil II	Embankment fill/plastic waste treated clay	Unit
Behavior	Undrained	Undrained	Drained
ɤunsat	15.5	16	18	kN/m^3
ɤsat	17.5	18.5	20	kN/m^3
kx	1.00E-04	5.00E-03	0.01	m/day
ky	1.00E-04	5.00E-03	0.01	m/day
Eref	2000	2500	11000	kN/m^2
v	0.35	0.35	0.32
Cref	24	28	45	kN/m^2
φ	10	8	18	degree
ψ	0	0	0	degree
Material model	Mohr-coulomb	Mohr-coulomb	Mohr-coulomb