5.(e) Design the pavement section by triaxial test method using the following data: Wheel load = 4100 kg Radius of contact area = 15 cm Traffic coefficient, X = 1.5 Rainfall coefficient Y = 0.9 Design deflection = 0.25 cm E-value of subgrade soil E = 100 kg/cm² E-value of base course material E = 400 kg/cm² E-value of 7.5 cm thick bituminous concrete surface course = 1000 kg/cm²
5.(e) Design the pavement section by triaxial test method using the following data: Wheel load = 4100 kg Radius of contact area = 15 cm Traffic coefficient, X = 1.5 Rainfall coefficient Y = 0.9 Design deflection = 0.25 cm E-value of subgrade soil E = 100 kg/cm² E-value of base course material E = 400 kg/cm² E-value of 7.5 cm thick bituminous concrete surface course = 1000 kg/cm²
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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