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contributor authorJames A. Bonneson
date accessioned2017-05-08T21:03:49Z
date available2017-05-08T21:03:49Z
date copyrightNovember 1999
date issued1999
identifier other%28asce%290733-947x%281999%29125%3A6%28473%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/37215
description abstractThis paper describes an examination of the relationship between vehicular speed and side friction demand on horizontal curves. Models of speed and friction demand are described. The curve speed model explains the effect of approach speed, radius, and superelevation rate on curve speed. The side friction model explains the effect of approach speed and curve speed reduction on side friction demand. The terms in the side friction model reflect a general desire by motorists for a lower side friction demand at higher speeds. Model terms also reflect a willingness by motorists to tolerate slightly higher side friction demand in an effort to minimize the amount of speed reduction required by relatively sharp curvature. This model is recommended as a rational basis for defining the maximum side friction factors for use in curve design.
publisherAmerican Society of Civil Engineers
titleSide Friction and Speed as Controls for Horizontal Curve Design
typeJournal Paper
journal volume125
journal issue6
journal titleJournal of Transportation Engineering, Part A: Systems
identifier doi10.1061/(ASCE)0733-947X(1999)125:6(473)
treeJournal of Transportation Engineering, Part A: Systems:;1999:;Volume ( 125 ):;issue: 006
contenttypeFulltext


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