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Equivalent damage of loads on pavements

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dc.contributor.author Prozzi, JA
dc.contributor.author Sanders, PJ
dc.contributor.author du Toit, GD
dc.contributor.author De Beer, Morris
dc.date.accessioned 2009-05-26T14:02:07Z
dc.date.available 2009-05-26T14:02:07Z
dc.date.issued 2009-05-26T14:02:07Z
dc.identifier.citation Prozzi, J., Sanders, P., du Toit, G. & De Beer, M. 2009. <i>Equivalent damage of loads on pavements</i>. (RR 91/155). http://hdl.handle.net/10204/3407 . en_ZA
dc.identifier.uri http://hdl.handle.net/10204/3407
dc.description This report is a publication by the National Department of Transport, South Africa, made available by the CSIR en
dc.description.abstract This report describes a new methodology for the determination of Equivalent Damage Factors (EDFs) of vehicles with multiple axle and wheel configurations on pavements. The basic premise of this new procedure is that "equivalent pavement response implies equivalent pavement damage". An analysis of currently used methods in South Africa and an overview of existing procedures, both locally and internationally, made evident the lack of a suitable technique capable of assessing the determination of equivalent factors for multiple axle and wheel configuration. This study covers this necessity by extending the applicability of the South African Mechanistic Design Method to the determination of equivalency factors. The method is based on locally obtained pavement damage laws (transfer functions) and might also help in the determination of permissible load for wheel and axle configurations different than the standard. en
dc.language.iso en en
dc.relation.ispartofseries RR 91/155 en
dc.subject Load equivalency factors en
dc.subject Multiple wheel and axle configurations en
dc.subject Pavement response en
dc.subject Equivalent pavement response en
dc.subject Equivalent damage factors en
dc.subject E80 en
dc.subject Equivalent pavement damage en
dc.subject South Africa en
dc.subject National Department of Transport en
dc.title Equivalent damage of loads on pavements en
dc.type Report en
dc.identifier.apacitation Prozzi, J., Sanders, P., du Toit, G., & De Beer, M. (2009). <i>Equivalent damage of loads on pavements</i> (RR 91/155). Retrieved from http://hdl.handle.net/10204/3407 en_ZA
dc.identifier.chicagocitation Prozzi, JA, PJ Sanders, GD du Toit, and Morris De Beer <i>Equivalent damage of loads on pavements.</i> RR 91/155. 2009. http://hdl.handle.net/10204/3407 en_ZA
dc.identifier.vancouvercitation Prozzi J, Sanders P, du Toit G, De Beer M. Equivalent damage of loads on pavements. 2009 [cited yyyy month dd]. Available from: http://hdl.handle.net/10204/3407 en_ZA
dc.identifier.ris TY - Report AU - Prozzi, JA AU - Sanders, PJ AU - du Toit, GD AU - De Beer, Morris AB - This report describes a new methodology for the determination of Equivalent Damage Factors (EDFs) of vehicles with multiple axle and wheel configurations on pavements. The basic premise of this new procedure is that "equivalent pavement response implies equivalent pavement damage". An analysis of currently used methods in South Africa and an overview of existing procedures, both locally and internationally, made evident the lack of a suitable technique capable of assessing the determination of equivalent factors for multiple axle and wheel configuration. This study covers this necessity by extending the applicability of the South African Mechanistic Design Method to the determination of equivalency factors. The method is based on locally obtained pavement damage laws (transfer functions) and might also help in the determination of permissible load for wheel and axle configurations different than the standard. DA - 2009-05-26T14:02:07Z DB - ResearchSpace DP - CSIR KW - Load equivalency factors KW - Multiple wheel and axle configurations KW - Pavement response KW - Equivalent pavement response KW - Equivalent damage factors KW - E80 KW - Equivalent pavement damage KW - South Africa KW - National Department of Transport LK - https://researchspace.csir.co.za PY - 2009 T1 - Equivalent damage of loads on pavements TI - Equivalent damage of loads on pavements UR - http://hdl.handle.net/10204/3407 ER - en_ZA


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