Shell pavement design method: Difference between revisions

Revision as of 10:57, 21 November 2010

Revision as of 22:55, 17 March 2011

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The '''Shell Pavement design''' method is used in many [[countries]] for the design of new [[asphalt]] [[road]]s.

TheIn [[structural road design]], the main inputconsiderations consistsconsist of [[soil]] [[parameter]]s, parameters (thickness and stiffness) for the other road [[Foundation (engineering)|foundation]] materials, and the expected number of times a standard load will pass over. The output of the calculation is the thickness of the asphalt layer.

[[Category:Pavements]]