Revision as of 23:13, 17 March 2011 edit Ng.j (talk \| contribs) Autopatrolled, Extended confirmed users, Pending changes reviewers, Rollbackers 17,793 edits http://www.mrr.dot.state.mn.us/research/apt/data/cs10-05.pdf The Stiffness Relation in the Rutting Prediction Module of the Shell Pavement Design Method ← Previous edit		Revision as of 23:13, 17 March 2011 edit undo Ng.j (talk \| contribs) Autopatrolled, Extended confirmed users, Pending changes reviewers, Rollbackers 17,793 edits Rmv {{unreferenced\|date=May 2008}} Next edit →
Line 1: ~~{{unreferenced\|date=May 2008}}~~ The '''Shell pavement design method''' is used in many [[countries]] for the design of new [[asphalt]] [[road]]s.<ref>][http://www.mrr.dot.state.mn.us/research/apt/data/cs10-05.pdf The Stiffness Relation in the Rutting Prediction Module of the Shell Pavement Design Method]</ref> In [[structural road design]], the main considerations consist 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.<ref>Shell Pavement Design Manual—Asphalt Pavements and Overlays for. Road Traffic. Shell International Petroleum Company, Ltd., London,. England, 1978</ref>

Shell pavement design method: Difference between revisions