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Comparison between the permanent deformation behaviour of a standard and a rut resistant HMA (hot-mix asphalt) mix

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dc.contributor.author Steyn, WJvdM
dc.contributor.author Denneman, E
dc.contributor.author Mahlangu, S
dc.date.accessioned 2008-08-21T12:33:54Z
dc.date.available 2008-08-21T12:33:54Z
dc.date.issued 2008-07
dc.identifier.citation Steyn WJVDM, Denneman E, and Mahlangu S. 2008. Comparison between the permanent deformation behaviour of a standard and a rut resistant HMA (hot-mix asphalt) mix. Partnership for research and progress in Transportation. 27th Southern African Transport Conference (SATC), Pretoria, South Africa, July 7-11, 2008, pp 10 en
dc.identifier.isbn 978-1-920017-34-7
dc.identifier.uri http://hdl.handle.net/10204/2407
dc.description Paper presented at the 27th Annual Southern African Transport Conference 7 - 11 July 2008 "Partnership for research and progress in transportation", CSIR International Convention Centre, Pretoria, South Africa en
dc.description.abstract In this paper the focus is on the comparison between the permanent deformation behaviour of the standard HMA mix and one rut resistant HMA mix of which the grading differs from that of the standard HMA mix. The permanent deformation has been monitored under traffic loading with the Heavy Vehicle Simulator (HVS), and the temperature under which the loading was applied was varied. Other parameters such as the binder type (of the HMA) and load levels (of the HVS) were kept constant to focus the attention on the effect of the change in grading of the HMA mix en
dc.language.iso en en
dc.publisher Southern African Transport Conference (SATC) en
dc.subject Permanent deformation en
dc.subject Rutting en
dc.subject SATC en
dc.title Comparison between the permanent deformation behaviour of a standard and a rut resistant HMA (hot-mix asphalt) mix en
dc.type Conference Presentation en
dc.identifier.apacitation Steyn, W., Denneman, E., & Mahlangu, S. (2008). Comparison between the permanent deformation behaviour of a standard and a rut resistant HMA (hot-mix asphalt) mix. Southern African Transport Conference (SATC). http://hdl.handle.net/10204/2407 en_ZA
dc.identifier.chicagocitation Steyn, WJvdM, E Denneman, and S Mahlangu. "Comparison between the permanent deformation behaviour of a standard and a rut resistant HMA (hot-mix asphalt) mix." (2008): http://hdl.handle.net/10204/2407 en_ZA
dc.identifier.vancouvercitation Steyn W, Denneman E, Mahlangu S, Comparison between the permanent deformation behaviour of a standard and a rut resistant HMA (hot-mix asphalt) mix; Southern African Transport Conference (SATC); 2008. http://hdl.handle.net/10204/2407 . en_ZA
dc.identifier.ris TY - Conference Presentation AU - Steyn, WJvdM AU - Denneman, E AU - Mahlangu, S AB - In this paper the focus is on the comparison between the permanent deformation behaviour of the standard HMA mix and one rut resistant HMA mix of which the grading differs from that of the standard HMA mix. The permanent deformation has been monitored under traffic loading with the Heavy Vehicle Simulator (HVS), and the temperature under which the loading was applied was varied. Other parameters such as the binder type (of the HMA) and load levels (of the HVS) were kept constant to focus the attention on the effect of the change in grading of the HMA mix DA - 2008-07 DB - ResearchSpace DP - CSIR KW - Permanent deformation KW - Rutting KW - SATC LK - https://researchspace.csir.co.za PY - 2008 SM - 978-1-920017-34-7 T1 - Comparison between the permanent deformation behaviour of a standard and a rut resistant HMA (hot-mix asphalt) mix TI - Comparison between the permanent deformation behaviour of a standard and a rut resistant HMA (hot-mix asphalt) mix UR - http://hdl.handle.net/10204/2407 ER - en_ZA


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