7 V May 2019 https://doi/10.22214/ijraset.2019
Abstract: Present service roads are less durable due to its less elasticity modulus, so by use of cement treated base or sub base it can be increased. Granular bases can carry less tonnage of loads but can withstand more tonnage of loads. As Design tonnage increases cost increases in Granular bases but not in the case of cement treated bases.
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