o = Q2: Find deflection of the subgrade (pavement) using one-layer theory for pavement o Given I P = 25,000 lbs p = 100
Posted: Mon May 16, 2022 7:57 am
- O Q2 Find Deflection Of The Subgrade Pavement Using One Layer Theory For Pavement O Given I P 25 000 Lbs P 100 1 (36.13 KiB) Viewed 31 times
o = Q2: Find deflection of the subgrade (pavement) using one-layer theory for pavement o Given I P = 25,000 lbs p = 100 psi Es = 10,000 psi T = 24 in. (thickness of pavement, assumed incompressible) Assume Es = 30,000 after stabilization o Assume: Tolerable Deflections Traffic Tolerable Deflection Light 0.04" Moderate 0.03" Heavy 0.02"