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Design-of-Highway-Pavements

Determine spacing between contraction joints of a 4 m wide slab having 15 cm thickness, coefficient of friction is 1.3 and allowable stress in concrete is 0.8 kg/cm2.


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Find the spacing between expansion joints for the following data given below.
Width of expansion joint gap = 2.5 cm
Temperature during laying the pavement = 14°C
Maximum temperature during summer = 50°C
Coefficient of thermal expansion = 10×10-6 /°C

Determine spacing between contraction joints of a 4 m wide slab having 15 cm thickness, coefficient of friction is 1.3 and allowable stress in concrete is 0.8 kg/cm2.

Find the spacing between expansion joints for the following data given below.
Width of expansion joint gap = 2.5 cm
Temperature during laying the pavement = 16°C
Maximum temperature during summer = 55°C
Coefficient of thermal expansion = 10×10-6 /°C

Determine the spacing between contraction joints of a 4 m wide slab having 15 cm thickness

coefficient of friction is 1.3 and allowable stress in concrete is 0.8 kg/cm2.

Design of Highway Pavements

Pavement-Design