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dc.contributor.authorFladvad, Marit
dc.contributor.authorAurstad, Joralf
dc.contributor.authorWigum, Børge Johannes
dc.date.accessioned2018-02-07T14:47:28Z
dc.date.available2018-02-07T14:47:28Z
dc.date.created2017-07-05T13:40:25Z
dc.date.issued2017
dc.identifier.isbn9781138295957
dc.identifier.urihttp://hdl.handle.net/11250/2483366
dc.description.abstractConventional flexible pavement structures are constructed using aggregates, in a combination of unbound and bitumen bound materials. Crushed rock aggregates are fundamental for road construction in many countries. This paper presents the results of a survey examining differences in the use of aggregates for road construction in 18 countries. The purpose of the study is to gain knowledge about the varying practices for aggregate use and pavement design, to enable better interpretation of international research on this topic. The results confirm that crushed rock is the standard material used in road construction. The aggregate market is international; the aggregate industry in e.g. Norway produces aggregates for both export and domestic use. Pavement materials are regulated through international standards, provided by e.g. CEN and ASTM, in combination with national standards and requirements. The international standards do not set direct requirements; they provide a common system for classification of road materials. The comparison of typical flexible pavement structures in different countries shows that even though the materials overall meet equivalent standards; the practices for material use are divergent. There are considerable differences in both pavement thickness and aggregate size used in the studied countries. In the current situation, traditional physical quality tests dominate aggregate choice. Functional aggregate testing could increase aggregate utilization.nb_NO
dc.language.isoengnb_NO
dc.publisherCRC Pressnb_NO
dc.relation.ispartofBearing Capacity of Roads, Railways and Airfield
dc.titleComparison of practice for aggregate use in road construction — results from an international surveynb_NO
dc.typeChapternb_NO
dc.description.versionacceptedVersionnb_NO
dc.source.pagenumber563-570nb_NO
dc.identifier.cristin1480971
dc.relation.projectNorges forskningsråd: 256541nb_NO
dc.description.localcodeThis chapter will not be available due to copyright restrictions (c) 2017 by CRC Pressnb_NO
cristin.unitcode194,64,10,0
cristin.unitnameInstitutt for geologi og bergteknikk
cristin.ispublishedtrue
cristin.fulltextpostprint
cristin.qualitycode1


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