Shell pavement design method: Difference between revisions

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{{Short description|Asphalt roads designing method}}

The '''Shell pavement design method''' was used in many [[countries]] for the design of new [[asphaltSidewalk|pavements]] [[road]]made of [[Sidewalkasphalt concrete|pavementsasphalt]].<ref>[https://trid.trb.org/view/60936 Asphalt pavement Design - The Shell Method] </ref> ItFirst published in 1963,<ref>{{Cite book|title=Bituminous Mixtures in Road Construction|date=1994|editor-first=Robert N.|editor-last=Hunter|publisher=Thomas Telford|isbn=9-78-0-7277-1683-5|page=80|url=https://books.google.com/books?id=G33BAZUTX9oC}}</ref> it was the first mechanistic design method, providing a procedure that was no longer based on codification of historic experience but instead that permitted computation of strain levels at key positions in the pavement. By analyzing different proposed constructions (layer materials and thicknesses), the procedure allowed a designer to keep the tensile strain at the bottom of the asphalt at a level less than a critical value and to keep the vertical strain at the top of the subgrade less than another critical value. With these two strains kept, respectively, within the design limits, premature fatigue failure in the asphalt and rutting of the pavement would be precluded. Relationships linking strain values to fatigue and rutting permitted a user to design a pavement able to carry almost any desired number of transits of standard wheel loads.

In such [[structural road design]], the main inputs 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>

Originally published for highway design, it was expanded to include a procedure for airfields in the early 1970s.<ref>{{Cite book|title=Pavement Performance Models Volume 1|year=1976|author-first=Matthew W.|author-last=Witczak|publisher=U.S. Army Engineer Waterways Experiment Station|page=68|url=https://books.google.com/books?id=8WpIg36XHo0C}}</ref> New criteria were added in 1978.<ref>{{Cite book|title=Asphalts in Road Construction|year=2000|author-first=Robert N.|last=Hunter|publisher=Thomas Telford|isbn=978-0-7277-2780-0|page=168|url=https://books.google.com/books?id=77snb03IAV4C}}</ref>

The approach put forward in the '''Shell pavement design method''' formed the basis for most early mechanistic [[structural road design]] methods, while the [[AASHTO]] Mechanistic Empirical Design Guide (the 'MEPDG') <ref>AASHTO, 2008, Mechanistic-empirical pavement design guide: A manual of practice</ref> is, in effect, a modern successor.

The approach put forward in the '''Shellshell pavement design method''' formed the basis for most early mechanistic [[structural road design]] methods, while the [[AASHTO]] Mechanistic Empirical Design Guide (the 'MEPDG') ,<ref>AASHTO, 2008, Mechanistic-empirical pavement design guide: A manual of practice</ref> first published in 2004, is, in effect, a modern successor.

== See also ==