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contributor authorAlessandra Bianchini
contributor authorCarlos R. Gonzalez
date accessioned2017-05-08T22:21:30Z
date available2017-05-08T22:21:30Z
date copyrightMarch 2015
date issued2015
identifier other43036497.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/78603
description abstractDuring military contingency operations, aircraft are required to land, taxi, and takeoff on unpaved surfaces. In some cases, operational time limitations do not allow for the construction of paved surfaces to establish airfield operations. The original flexible pavement design procedure for paved surfaces, which is based on the California Bearing Ratio (CBR) and the
publisherAmerican Society of Civil Engineers
titleReformulation of the Design Procedure for Aggregate-Surfaced Airfield Pavements
typeJournal Paper
journal volume141
journal issue3
journal titleJournal of Transportation Engineering, Part A: Systems
identifier doi10.1061/(ASCE)TE.1943-5436.0000752
treeJournal of Transportation Engineering, Part A: Systems:;2015:;Volume ( 141 ):;issue: 003
contenttypeFulltext


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