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Design a suitable concrete pavement (4.5 m × 3.5 m) as per IRC:58-1988 [91], situated at...

Design a suitable concrete pavement (4.5 m × 3.5 m) as per IRC:58-1988 [91], situated at Kanpur, for design wheel load of 4100 kg and tire pressure of 7 kg/cm2. The CBR value of the subgrade soil is found to be 4.5%. The forecasted traffic intensity at the end of design life is 1000 CV/day (assume other parameters wherever necessary).

Engineering   Civil-Engineering   
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