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contributor authorYu T. Chou
date accessioned2017-05-08T21:01:55Z
date available2017-05-08T21:01:55Z
date copyrightMay 1983
date issued1983
identifier other%28asce%290733-947x%281983%29109%3A3%28462%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/36090
description abstractThe problem of subgrade rutting is an important factor in the overall structural design system of flexible pavements. This paper introduces the parameter stress factor in pavement design and research as an expedient and useful test to check the subgrade rutting potential in a flexible pavement. The larger the computed stress factor in the subgrade is, the greater the potential of the pavement to rut. If several different types of pavements are designed for a given subgrade soil and for a given aircraft load at the same performance level, the pavement with the largest stress factor will most probably have the greatest potential of subgrade rutting. Also for a given subgrade soil, if two pavements are designed for two different aircraft loads at the same performance level, the heavier aircraft load will have a greater stress factor in the subgrade.
publisherAmerican Society of Civil Engineers
titleAssess Subgrade Rutting Potential by Stress Factor
typeJournal Paper
journal volume109
journal issue3
journal titleJournal of Transportation Engineering, Part A: Systems
identifier doi10.1061/(ASCE)0733-947X(1983)109:3(462)
treeJournal of Transportation Engineering, Part A: Systems:;1983:;Volume ( 109 ):;issue: 003
contenttypeFulltext


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