Calculate the thickness of the bituminous concrete layer required by a triaxial method when the base course material layer is replaced with bituminous concrete layer.
wheel load = 5100 kg
Raduis of contact area = 15cm
Design deflection, \(\Delta\) = 0.25cm
E-value of subgrade soil ES = 100 kg/cm2
E- value of base course material Ebc = 400 kg/cm2
E-value of Bituminous concrete Eb = 1000 kg/cm2
Take X = Y = 1
Enter numerical value using the virtual keypad. Round off where necessary.