dc.contributor.author |
Bredenhann, SJ
|
|
dc.contributor.author |
Paige-Green, P
|
|
dc.contributor.author |
Jenkins, KJ
|
|
dc.date.accessioned |
2012-11-19T09:47:53Z |
|
dc.date.available |
2012-11-19T09:47:53Z |
|
dc.date.issued |
2012-08 |
|
dc.identifier.citation |
Bredenhann, SJ, Paige-Green, P and Jenkins, KJ. Cemented materials: accounting for compaction delays and minimising strength loss with time. 7th International Conference on Maintenance and Rehabilitation of pavements and technological control, Auckland, New Zealand, 28-30 August 2012 |
en_US |
dc.identifier.uri |
http://hdl.handle.net/10204/6326
|
|
dc.description |
7th International Conference on Maintenance and Rehabilitation of pavements and technological control, Auckland, New Zealand, 28-30 August 2012 |
en_US |
dc.description.abstract |
In South Africa extensive use is made of cement stabilized materials in the structural layers of both new road and construction works and pavement rehabilitation. The construction process plays a role in the ultimate strength obtained for the material, especially with regard to the time taken to mix and compact the material. Mix designs of cement materials should therefore be done in such a way that any potential loss in material strength is compensated for. In this paper results are provided that assess strength (UCS and ITS) with compaction time, from laboratory-based research. The study then evaluates the actual strength results achieved for field mixes during the construction process. An investigation into the accelerated test methods used in quality control is also reported. |
en_US |
dc.language.iso |
en |
en_US |
dc.relation.ispartofseries |
Workflow;9719 |
|
dc.subject |
Cement stabilized materials |
en_US |
dc.subject |
Pavement rehabilitation |
en_US |
dc.subject |
Construction |
en_US |
dc.title |
Cemented materials: accounting for compaction delays and minimising strength loss with time |
en_US |
dc.type |
Conference Presentation |
en_US |
dc.identifier.apacitation |
Bredenhann, S., Paige-Green, P., & Jenkins, K. (2012). Cemented materials: accounting for compaction delays and minimising strength loss with time. http://hdl.handle.net/10204/6326 |
en_ZA |
dc.identifier.chicagocitation |
Bredenhann, SJ, P Paige-Green, and KJ Jenkins. "Cemented materials: accounting for compaction delays and minimising strength loss with time." (2012): http://hdl.handle.net/10204/6326 |
en_ZA |
dc.identifier.vancouvercitation |
Bredenhann S, Paige-Green P, Jenkins K, Cemented materials: accounting for compaction delays and minimising strength loss with time; 2012. http://hdl.handle.net/10204/6326 . |
en_ZA |
dc.identifier.ris |
TY - Conference Presentation
AU - Bredenhann, SJ
AU - Paige-Green, P
AU - Jenkins, KJ
AB - In South Africa extensive use is made of cement stabilized materials in the structural layers of both new road and construction works and pavement rehabilitation. The construction process plays a role in the ultimate strength obtained for the material, especially with regard to the time taken to mix and compact the material. Mix designs of cement materials should therefore be done in such a way that any potential loss in material strength is compensated for. In this paper results are provided that assess strength (UCS and ITS) with compaction time, from laboratory-based research. The study then evaluates the actual strength results achieved for field mixes during the construction process. An investigation into the accelerated test methods used in quality control is also reported.
DA - 2012-08
DB - ResearchSpace
DP - CSIR
KW - Cement stabilized materials
KW - Pavement rehabilitation
KW - Construction
LK - https://researchspace.csir.co.za
PY - 2012
T1 - Cemented materials: accounting for compaction delays and minimising strength loss with time
TI - Cemented materials: accounting for compaction delays and minimising strength loss with time
UR - http://hdl.handle.net/10204/6326
ER -
|
en_ZA |