Q2. For the same conditions in problem (1), if an asphalt concrete layer was constructed on the top of that earth road (
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Q2. For the same conditions in problem (1), if an asphalt concrete layer was constructed on the top of that earth road (
Q2. For the same conditions in problem (1), if an asphalt concrete layer was constructed on the top of that earth road (Fig. 2) with thickness 4” and E = 150,000 psi and u = 0.35, calculate the change in vertical stress oz and the change in the vertical deflection Az as well at points 1 & 2. Solution Given, P = 18,000 lbs, p=80 psi, ul = 0.35, E1 = 150,000 psi, u2=0.5, E2 = 6000psi. P= 18,000lbs Props AC: LAYER 4" @ Subgrade Fig 2. 8 PN Z
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