Influence of virgin aggregate content and curing time to performance of emulsion cold recycled asphalt mixtures
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Date
Authors
Suo, Zhi
Xu, Shifa
Ji, Jie
Song, Ping
Journal Title
Journal ISSN
Volume Title
Publisher
Document Transformation Technologies
Abstract
Paper presented at the 31st Annual Southern African Transport Conference 9-12 July 2012 "Getting Southern Africa to Work", CSIR International Convention Centre, Pretoria, South Africa.
Cold recycling technologies utilizing emulsion as binder demonstrates a number of high environmental advantages and thus it is widely applied worldwide. There are many factors influencing the performance of emulsion recycled asphalt mixture, such as components, curing, aging etc. This study investigates the influence of proportion of virgin aggregate and curing time on the performance of recycled mixture. The mixture formulation design at three levels of virgin aggregate addition (0%, 10% and 20%) and one dosage of cement (1.5%) has been conducted. The performance of emulsion recycled asphalt mixture including splitting failure load, splitting failure strength and Freeze-thaw splitting strength has been measured at four curing times (0 day, 7 days, 14 days and 28 days). The effect of proportion of virgin aggregate and curing time on the performance of recycled mixture has been quantified accordingly. The research has manifested that the increment of the proportion of virgin aggregate and the curing time will enhance the performance of the emulsified asphalt cold recycled mixture up to 26%.
Cold recycling technologies utilizing emulsion as binder demonstrates a number of high environmental advantages and thus it is widely applied worldwide. There are many factors influencing the performance of emulsion recycled asphalt mixture, such as components, curing, aging etc. This study investigates the influence of proportion of virgin aggregate and curing time on the performance of recycled mixture. The mixture formulation design at three levels of virgin aggregate addition (0%, 10% and 20%) and one dosage of cement (1.5%) has been conducted. The performance of emulsion recycled asphalt mixture including splitting failure load, splitting failure strength and Freeze-thaw splitting strength has been measured at four curing times (0 day, 7 days, 14 days and 28 days). The effect of proportion of virgin aggregate and curing time on the performance of recycled mixture has been quantified accordingly. The research has manifested that the increment of the proportion of virgin aggregate and the curing time will enhance the performance of the emulsified asphalt cold recycled mixture up to 26%.
Description
This paper was transferred from the original CD ROM created for this conference. The material was published using Adobe Acrobat 10.1.0 Technology.
The original CD ROM was produced by Document Transformation Technologies Postal Address: PO Box 560 Irene 0062 South Africa. Tel.: +27 12 667 2074 Fax: +27 12 667 2766 E-mail: nigel@doctech URL: http://www.doctech.co.za
Keywords
Asphalt mixture cold recycling, Emulsion
