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What is Flexible Pavement Design Calculations about?

The document provides calculations to design the thickness of a flexible pavement and its base. It is given that the static wheel load is 53.5kN applied over a contact area of 85806 mm2. The subgrade bearing value is 0.14 MPa and base bearing value is 0.41 MPa. Using relationships for load distribution and stresses, the thickness of the pavement is calculated to be 184mm. The radius of the contact area is calculated to be 16mm.

Author

Ghian Carlo Garcia Calibuyot

Language

EN