[2] A pavement structure composed of the following three layers: (5.75 in) HMA with elastic modulus 400,000 psi, (23 in) granular base with elastic modulus 20,000 psi, and a subgrade with elastic modulus 10,000 psi. All layers are assumed to have a Poisson ratio of 0.5. Calculate the maximum horizontal tensile strain at the bottom of HMA and the maximum vertical compressive strain on the top of subgrade under a 40,000-lb wheel load and 150-psi contact pressure.
[2] A pavement structure composed of the following three layers: (5.75 in) HMA with elastic modulus 400,000 psi, (23 in) granular base with elastic modulus 20,000 psi, and a subgrade with elastic modulus 10,000 psi. All layers are assumed to have a Poisson ratio of 0.5. Calculate the maximum horizontal tensile strain at the bottom of HMA and the maximum vertical compressive strain on the top of subgrade under a 40,000-lb wheel load and 150-psi contact pressure.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![[2] A pavement structure composed of the following three layers: (5.75 in)
HMA with elastic modulus 400,000 psi, (23 in) granular base with elastic
modulus 20,000 psi, and a subgrade with elastic modulus 10,000 psi. All
layers are assumed to have a Poisson ratio of 0.5. Calculate the maximum
horizontal tensile strain at the bottom of HMA and the maximum vertical
compressive strain on the top of subgrade under a 40,000-lb wheel load and
150-psi contact pressure.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fa57c340e-c913-43c1-be3f-105741b80e8a%2Fa1f34d95-b84b-4e5a-8490-644d609b8e04%2Fdxsymr_processed.jpeg&w=3840&q=75)
Transcribed Image Text:[2] A pavement structure composed of the following three layers: (5.75 in)
HMA with elastic modulus 400,000 psi, (23 in) granular base with elastic
modulus 20,000 psi, and a subgrade with elastic modulus 10,000 psi. All
layers are assumed to have a Poisson ratio of 0.5. Calculate the maximum
horizontal tensile strain at the bottom of HMA and the maximum vertical
compressive strain on the top of subgrade under a 40,000-lb wheel load and
150-psi contact pressure.
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