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contributor authorZhongyin Guo
contributor authorQun Yang
contributor authorBenmin Liu
date accessioned2017-05-08T21:18:38Z
date available2017-05-08T21:18:38Z
date copyrightApril 2009
date issued2009
identifier other%28asce%290899-1561%282009%2921%3A4%28186%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/46532
description abstractIncidents may arise in road tunnels, in particular at the tunnel entrance and exit. Investigation conducted in the road tunnels in the provinces of Guizhou and Yunnan in China showed that the concrete pavement surface skid resistance decreased rapidly inside the tunnels and was significantly different from that outside the tunnels. Pavement surface skid resistance is one of the most important factors that affect travel safety, in particular wet weather skidding accidents. Countermeasures are necessary to enhance the skid resistance on concrete pavements in tunnels. The writers made an effort to investigate possible pavement surfaces to provide long-lasting skid resistance, including porous concrete surface and open graded friction course (OGFC) surface. Porous concrete was paved directly on the regular concrete pavement and OGFC was paved on the existing surface of concrete pavement to provide sufficient skid resistance. Accelerated abrasion devices have been developed to evaluate the skid resistances of the porous concrete and OGFC, respectively. Regular asphalt materials will burn easily and emit toxic gas in fire, which may reduce the survival rate for tunnel users involved in fire accidents. Fire-retardant asphalt has been developed to reduce the tendency of asphalt materials to burn and reduce emission.
publisherAmerican Society of Civil Engineers
titleMixture Design of Pavement Surface Course Considering the Performance of Skid Resistance and Disaster Proof in Road Tunnels
typeJournal Paper
journal volume21
journal issue4
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)0899-1561(2009)21:4(186)
treeJournal of Materials in Civil Engineering:;2009:;Volume ( 021 ):;issue: 004
contenttypeFulltext


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