o = Q2: Find deflection of the subgrade (pavement) using one-layer theory for pavement o Given I P = 25,000 lbs p = 100

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o = Q2: Find deflection of the subgrade (pavement) using one-layer theory for pavement o Given I P = 25,000 lbs p = 100

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O Q2 Find Deflection Of The Subgrade Pavement Using One Layer Theory For Pavement O Given I P 25 000 Lbs P 100 1
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 30 times
pavement design.
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"
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