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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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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