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Resilient response characterisation of hot-mix asphalt mixes for a new South African pavement design method

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dc.contributor.author Anochie-Boateng, Joseph
dc.contributor.author O'Connell, Johannes S
dc.contributor.author Denneman, E
dc.contributor.author Verhaeghe, Benoit MJA
dc.date.accessioned 2011-11-17T11:07:47Z
dc.date.available 2011-11-17T11:07:47Z
dc.date.issued 2011-09
dc.identifier.citation Anochie-Boateng, J, O‘Connell, J, Denneman, E and Verhaeghe, B. 2011. Resilient response characterisation of hot-mix asphalt mixes for a new South African pavement design method. 10th Conference on Asphalt Pavements for Southern Africa (CAPSA 2011), Champagne Sports Resort, KwaZulu-Natal, South Africa, 11-14 September 2011 en_US
dc.identifier.isbn 9780620514149
dc.identifier.uri http://hdl.handle.net/10204/5299
dc.description 10th Conference on Asphalt Pavements for Southern Africa (CAPSA 2011), Champagne Sports Resort, KwaZulu-Natal, South Africa, 11-14 September 2011 en_US
dc.description.abstract The South Africa National Road Agency Ltd (SANRAL) is in the process of revising the South African Pavement Design Method (SAPDM). A necessary part of this programme is to develop resilient response models. Dynamic (complex) modulus has been used as the resilient response property to characterise five selected South African hot-mix asphalt (HMA) mixes. The objective of this paper is to present dynamic modulus models which were investigated for implementation in the SAPDM. These models include sigmoidal master curves developed for the five mixes based on dynamic modulus laboratory data and two dynamic modulus predictive equations, namely Witczak and Hirsch models. The two predictive equations were evaluated against the dynamic modulus values obtained from the laboratory testing. Based on the results obtained from this study, the Hirsch predictive model was found to be more promising in terms of predictive performance than the Witczak model. en_US
dc.language.iso en en_US
dc.relation.ispartofseries Workflow request;7433
dc.subject Dynamic complex modulus en_US
dc.subject Hot-mix asphalt en_US
dc.subject Witczak model en_US
dc.subject Hirsch model en_US
dc.subject Pavement design en_US
dc.subject CAPSA 2011 en_US
dc.title Resilient response characterisation of hot-mix asphalt mixes for a new South African pavement design method en_US
dc.type Conference Presentation en_US
dc.identifier.apacitation Anochie-Boateng, J., O'Connell, J. S., Denneman, E., & Verhaeghe, B. M. (2011). Resilient response characterisation of hot-mix asphalt mixes for a new South African pavement design method. http://hdl.handle.net/10204/5299 en_ZA
dc.identifier.chicagocitation Anochie-Boateng, Joseph, Johannes S O'Connell, E Denneman, and Benoit MJA Verhaeghe. "Resilient response characterisation of hot-mix asphalt mixes for a new South African pavement design method." (2011): http://hdl.handle.net/10204/5299 en_ZA
dc.identifier.vancouvercitation Anochie-Boateng J, O'Connell JS, Denneman E, Verhaeghe BM, Resilient response characterisation of hot-mix asphalt mixes for a new South African pavement design method; 2011. http://hdl.handle.net/10204/5299 . en_ZA
dc.identifier.ris TY - Conference Presentation AU - Anochie-Boateng, Joseph AU - O'Connell, Johannes S AU - Denneman, E AU - Verhaeghe, Benoit MJA AB - The South Africa National Road Agency Ltd (SANRAL) is in the process of revising the South African Pavement Design Method (SAPDM). A necessary part of this programme is to develop resilient response models. Dynamic (complex) modulus has been used as the resilient response property to characterise five selected South African hot-mix asphalt (HMA) mixes. The objective of this paper is to present dynamic modulus models which were investigated for implementation in the SAPDM. These models include sigmoidal master curves developed for the five mixes based on dynamic modulus laboratory data and two dynamic modulus predictive equations, namely Witczak and Hirsch models. The two predictive equations were evaluated against the dynamic modulus values obtained from the laboratory testing. Based on the results obtained from this study, the Hirsch predictive model was found to be more promising in terms of predictive performance than the Witczak model. DA - 2011-09 DB - ResearchSpace DP - CSIR KW - Dynamic complex modulus KW - Hot-mix asphalt KW - Witczak model KW - Hirsch model KW - Pavement design KW - CAPSA 2011 LK - https://researchspace.csir.co.za PY - 2011 SM - 9780620514149 T1 - Resilient response characterisation of hot-mix asphalt mixes for a new South African pavement design method TI - Resilient response characterisation of hot-mix asphalt mixes for a new South African pavement design method UR - http://hdl.handle.net/10204/5299 ER - en_ZA


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