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contributor authorMaurizio Crispino
contributor authorAlessandro Tasora
contributor authorEmmanuele Vaghi
date accessioned2017-05-08T21:04:32Z
date available2017-05-08T21:04:32Z
date copyrightJanuary 2005
date issued2005
identifier other%28asce%290733-947x%282005%29131%3A1%2827%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/37673
description abstractStone element pavements are typical of many historical urban centers in Europe. Unfortunately, their deterioration due to traffic causes severely uneven road surfaces, compromising the safety of those who ride on two-wheeled vehicles. The writers have developed a method to quantify the danger level in relation to actual road conditions by creating a mechanical model able to simulate two-wheeled vehicles on road discontinuities. Several combinations of road discontinuities and approach speeds were tested in order to determine transit safety. These model discontinuities, varying in kind and magnitude, were examined using both rectilinear trajectories and curves. Specific criteria and related thresholds were set up to identify hazardous situations. This method was used on stone element pavements with embedded tram tracks. The level of danger for each condition was thus evaluated using these criteria. Finally, we listed in a table the thresholds for the acceptable pavement discontinuities in order to formulate suggestions for maintenance management and speed limitations.
publisherAmerican Society of Civil Engineers
titleNew Method to Assess Ride Safety on Uneven Element Pavements
typeJournal Paper
journal volume131
journal issue1
journal titleJournal of Transportation Engineering, Part A: Systems
identifier doi10.1061/(ASCE)0733-947X(2005)131:1(27)
treeJournal of Transportation Engineering, Part A: Systems:;2005:;Volume ( 131 ):;issue: 001
contenttypeFulltext


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