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Provisional results from accelerated testing of ultra thin-layer reinforced concrete in South Africa

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dc.contributor.author Du Plessis, L
dc.contributor.author Strauss, PJ
dc.contributor.author Kilian, A
dc.date.accessioned 2009-10-23T09:23:23Z
dc.date.available 2009-10-23T09:23:23Z
dc.date.issued 2009-08
dc.identifier.citation Du Plessis, L, Strauss, PJ and Kilian, A. 2009. Provisional results from accelerated testing of ultra thin-layer reinforced concrete in South Africa. GeoHunan: Challenges and Recent Advances in Pavement Technologies and Transportation Geotechnics International Conference, Hunan, China, 3-6 August 2009, pp 1-9 en
dc.identifier.isbn 978-0-7844-1042-4
dc.identifier.uri http://hdl.handle.net/10204/3682
dc.description GeoHunan: Challenges and Recent Advances in Pavement Technologies and Transportation Geotechnics International Conference, Hunan, China, 3-6 August 2009 en
dc.description.abstract The CSIR Built-Environment, in conjunction with the University of Pretoria and the Cement and Concrete Institute of South Africa, developed a low cost option for the upgrading of unsurfaced (gravel) roads. The proposed solution is the placing of a thin layer of normal concrete reinforced with 5.6mm diameter steel with a mesh grid size of 200mm. This thin layer is placed on top of the existing unsurfaced road with minimal preparation to the existing road surface using labour intensive construction methods. Through full-scale trials this type of upgrading proved to be adequate for low-volume traffic applications (e.g. residential streets) as well as for higher-volume applications (e.g. bus routes). During the trials test sections were subjected to a total of over 700,000 ESALs over a period of 5 years without showing any deterioration. In order to determine the structural capacity of this type of overlay full-scale heavy vehicle simulator tests were conducted. This paper summarizes the initial results from the accelerated pavement testing (APT) tests and is aimed at building confidence in the use of thin-layer CRCP, with cognizance being taken of the pavement structure, support conditions, construction, climate and traffic. en
dc.language.iso en en
dc.subject Ultra thin reinforced concrete pavement en
dc.subject UTRCP en
dc.subject Accelerated pavement testing en
dc.subject APT en
dc.subject Road construction en
dc.subject Concrete layer en
dc.subject Road upgrade en
dc.subject cncPAVE en
dc.subject Modelling en
dc.subject Pavement technologies en
dc.subject GeoHunan 2009 en
dc.subject Transportation geotechnics en
dc.subject Heavy vehicle simulator tests en
dc.title Provisional results from accelerated testing of ultra thin-layer reinforced concrete in South Africa en
dc.type Conference Presentation en
dc.identifier.apacitation Du Plessis, L., Strauss, P., & Kilian, A. (2009). Provisional results from accelerated testing of ultra thin-layer reinforced concrete in South Africa. http://hdl.handle.net/10204/3682 en_ZA
dc.identifier.chicagocitation Du Plessis, L, PJ Strauss, and A Kilian. "Provisional results from accelerated testing of ultra thin-layer reinforced concrete in South Africa." (2009): http://hdl.handle.net/10204/3682 en_ZA
dc.identifier.vancouvercitation Du Plessis L, Strauss P, Kilian A, Provisional results from accelerated testing of ultra thin-layer reinforced concrete in South Africa; 2009. http://hdl.handle.net/10204/3682 . en_ZA
dc.identifier.ris TY - Conference Presentation AU - Du Plessis, L AU - Strauss, PJ AU - Kilian, A AB - The CSIR Built-Environment, in conjunction with the University of Pretoria and the Cement and Concrete Institute of South Africa, developed a low cost option for the upgrading of unsurfaced (gravel) roads. The proposed solution is the placing of a thin layer of normal concrete reinforced with 5.6mm diameter steel with a mesh grid size of 200mm. This thin layer is placed on top of the existing unsurfaced road with minimal preparation to the existing road surface using labour intensive construction methods. Through full-scale trials this type of upgrading proved to be adequate for low-volume traffic applications (e.g. residential streets) as well as for higher-volume applications (e.g. bus routes). During the trials test sections were subjected to a total of over 700,000 ESALs over a period of 5 years without showing any deterioration. In order to determine the structural capacity of this type of overlay full-scale heavy vehicle simulator tests were conducted. This paper summarizes the initial results from the accelerated pavement testing (APT) tests and is aimed at building confidence in the use of thin-layer CRCP, with cognizance being taken of the pavement structure, support conditions, construction, climate and traffic. DA - 2009-08 DB - ResearchSpace DP - CSIR KW - Ultra thin reinforced concrete pavement KW - UTRCP KW - Accelerated pavement testing KW - APT KW - Road construction KW - Concrete layer KW - Road upgrade KW - cncPAVE KW - Modelling KW - Pavement technologies KW - GeoHunan 2009 KW - Transportation geotechnics KW - Heavy vehicle simulator tests LK - https://researchspace.csir.co.za PY - 2009 SM - 978-0-7844-1042-4 T1 - Provisional results from accelerated testing of ultra thin-layer reinforced concrete in South Africa TI - Provisional results from accelerated testing of ultra thin-layer reinforced concrete in South Africa UR - http://hdl.handle.net/10204/3682 ER - en_ZA


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