1. A flexible pavement carries a static wheel load of 60 kN. The circular contact area of the tire is 25600n mm2 and the transmitted load is distributed across a wide area of the subgrade at an angle of 45°. The subgrade bearing value is 0.15 MPa, while that of the base is 0.42 MPa. Design the thickness of pavement and that of the base.
1. A flexible pavement carries a static wheel load of 60 kN. The circular contact area of the tire is 25600n mm2 and the transmitted load is distributed across a wide area of the subgrade at an angle of 45°. The subgrade bearing value is 0.15 MPa, while that of the base is 0.42 MPa. Design the thickness of pavement and that of the base.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![1. A flexible pavement carries a static wheel load of 60 kN. The circular contact area of the tire is
25600n mm² and the transmitted load is distributed across a wide area of the subgrade at an
angle of 45°. The subgrade bearing value is 0.15 MPa, while that of the base is 0.42 MPa. Design
the thickness of pavement and that of the base.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fb138d394-1904-4ed2-90c3-ca6aa092d820%2F267eac15-e3f1-469c-a6e6-e5a3bd1372d3%2Frq8ka5_processed.jpeg&w=3840&q=75)
Transcribed Image Text:1. A flexible pavement carries a static wheel load of 60 kN. The circular contact area of the tire is
25600n mm² and the transmitted load is distributed across a wide area of the subgrade at an
angle of 45°. The subgrade bearing value is 0.15 MPa, while that of the base is 0.42 MPa. Design
the thickness of pavement and that of the base.
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