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 |