It is essential for transportation agencies to make an effort to provide safe and smooth pavement. Fine-grained exposed aggregate Portland cement concrete (PCC) pavement has been successfully used in Europe and Japan as an alternative solution to simultaneously reduce the noise level of PCC pavement and to enhance long-term skid resistance. As the advantages of the fine-grained exposed aggregate PCC pavement are well recognised and there are a number of research reports, more comprehensive and thorough research is sought for better design and field practice specifications. This study aims to investigate the fundamental properties of the exposed aggregate PCC pavement, and expects to provide useful information for design and construction. An appropriate type of coarse aggregate mix design of exposed aggregate PCC pavement was suggested with consideration of noise reduction, skid resistance and strength of exposed aggregate PCC pavement.
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February 2011
Research Article|
February 01 2011
Mix design for fine-grained exposed aggregate PCC pavement Available to Purchase
Seung Woo Lee, PhD;
Seung Woo Lee, PhD
Associate Professor
Department of Civil Engineering, Kangnung National University, Gangneung, Korea
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Yoon-Ho Cho, PhD;
Yoon-Ho Cho, PhD
Professor
Department of Civil Engineering, Chung-Ang University, Seoul, Korea
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Beom Jun Chon, PhD;
Beom Jun Chon, PhD
Post-doctoral research associate
Department of Civil Engineering, Kangnung National University, Gangneung, Korea
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Cheolwoo Park, PhD, PE
Cheolwoo Park, PhD, PE
Associate Professor
Department of Civil Engineering, Kangwon National University, Samcheok, Korea
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Publisher: Emerald Publishing
Revision Received:
January 27 2009
Accepted:
March 19 2010
Online ISSN: 1751-7710
Print ISSN: 0965-092X
© 2011 Thomas Telford Ltd
2011
Proceedings of the Institution of Civil Engineers - Transport (2011) 164 (1): 3–11.
Article history
Revision Received:
January 27 2009
Accepted:
March 19 2010
Citation
Lee SW, Cho Y, Chon BJ, Park C (2011), "Mix design for fine-grained exposed aggregate PCC pavement". Proceedings of the Institution of Civil Engineers - Transport, Vol. 164 No. 1 pp. 3–11, doi: https://doi.org/10.1680/tran.9.00005
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