Bending Capacity of Concrete-Encased Underground Electrical Duct Banks under Monotonic Loading: An Experimental Study

Table 1

Physical and mechanical properties of soil.

Wet density; ρ (g/cm³)	Water content; ω (%)	Cohesion c (kPa)	Friction; angle; φ (°)	Specific gravity; Gs	Compression modulus; Es (MPa)	Liquid; limit; ωL	Plastic limit; ωP
1.88	30.40	15	7.8	2.72	5.9	0.422	0.276