dc.contributor.author |
Anochie-Boateng, Joseph
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|
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 -
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en_ZA |