Q3. A pavement structure is comprised of the following layers: 5.75-inch asphalt concrete surface, E =400,000psi; 23.0 i

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Q3. A pavement structure is comprised of the following layers: 5.75-inch asphalt concrete surface, E =400,000psi; 23.0 i

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Q3 A Pavement Structure Is Comprised Of The Following Layers 5 75 Inch Asphalt Concrete Surface E 400 000psi 23 0 I 1
Q3 A Pavement Structure Is Comprised Of The Following Layers 5 75 Inch Asphalt Concrete Surface E 400 000psi 23 0 I 1 (44.8 KiB) Viewed 39 times
Q3. A pavement structure is comprised of the following layers: 5.75-inch asphalt concrete surface, E =400,000psi; 23.0 inches of granular base, E=20,000 psi, and a subgrade having an E =10,000psi. All layers are assumed to have u =0.5. Calculate the horizontal tensile strain at the bottom of the asphalt concrete layer and the vertical compressive strain at the top of the subgrade layer under the centerline of a 40,000 pound wheel load, 150 psi pressure. a P=40,000 111 p=150psi h1=5.75 in, Ej=400,000 psi, Hi=0.5 h2=23 in, E2=20,000 psi, M2=0.5 h3=4 Ez=10,000 psi, M3=0.5
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