Research Articles | Challenge Journal of Concrete Research Letters

Steel scrap added roller compacted concrete

Kemal Armagan, Sadık Alper Yıldızel, Yusuf Arslan


DOI: https://doi.org/10.20528/cjcrl.2019.01.002

Abstract


The purpose of this paper is to investigate the benefits of using steel slag as an additive in Roller Compacted Concrete (RCC) which is a promising material can be used in streets, local roads, residential streets, high-volume roads, industrial access roads, airports...etc. The mechanical performances of steel scrap added reinforced cementitious composites produced with an industrial punch scrap. In specimen mixtures two types of scraps with diameters of 5 mm and 7 mm were used. The additive was mixed with 1%, 1.5% and 2% ratios by weight. Due to the results of the study, it was obtained that flexural strength properties of the specimens have increased up to 11%. In addition, freeze thaw effect of the specimens was investigated and found that 2% percent of scrap usage was given the best results.


Keywords


RCC; roller compacted concrete; scrap; scrap addition

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References


ACI 325 (2001). Report on Roller-Compacted Concrete Pavements, 325, 10R-95. American Concrete Institute.

ACPA (2014). Roller-Compacted Concrete Pavements as Exposed Wearing Surface, Version 1.2. ACPA Guide Specification.

ASTM C1170 / C1170M (1998). Standard Test Method for Determining Consistency and Density of Roller-Compacted Concrete Using a Vibrating Table. American Society for Testing and Materials.

Delatte N, Amer N, Storey C (2003). Improved Management of RCC Pavement Technology. University Transportation Center for Alabama, UTCA Report 01231.

FHWA (2016). Roller-Compacted Concrete Pavement. Tech Brief HIF-16-003, Federal Highway Administration.

Harrington D, Abdo F, Adaska W, Hazaree CV, Ceylan H (2010). Guide for Roller – Compacted Concrete Pavements. National Concrete Pavement Technology Center, Iowa State University's Institute for Transportation.

Hossain MS, Ozyildirim C (2015). VDOT’s first roller-compacted concrete pavement. Transportation Research Board 94th Annual Meeting, Washington DC, United States

Karadelis JN, Lin Y (2015). Flexural strengths and fibre efficiency of steel-fibre-reinforced, roller-compacted, polymer modified concrete. Construction and Building Materials, 93, 498–505.

Khayat KH, Libre NA (2014). Roller Compacted Concrete: Field Evaluation and Mixture Optimization. Center for Transportation Infrastructure and Safety/NUTC Program, Missouri University of Science and Technology.

Lin Y, Karadelis JN, Xu Y (2013). A new mix design method for steel fibre-reinforced, roller compacted and polymer modified bonded concrete overlays. Construction and Building Materials, 48, 333–341.

Ludwig D, Nanni A, Shoenberger JE (1994). Application of Roller-Compacted Concrete Technology to Roadway Paving. Construction Productivity Advancement Research Program, CPAR-GL-94-1.

Modarres A, Hesami S, Soltaninejad M, Madani H (2018). Application of coal waste in sustainable roller compacted concrete pavement-environmental and technical assessment. International Journal of Pavement Engineering, 19(8), 748-761.

PCA (2009). Thickness Design of a Roller-Compacted Concrete Composite Pavement System. PL633, The Portland Cement Association. Link: https://www.cement.org/docs/default-source/th-paving-pdfs/rcc/faqs/final-pl633-thickness-design-of-a-roller-compacted-concrete-composite-pavement-system.pdf?sfvrsn=4

PCA (2010). Roller-Compacted Concrete. 0020-11-105. The Portland Cement Association. Link: https://www.cement.org/docs/default-source/th-paving-pdfs/rcc/roller-compacted-concrete-pca-logo.pdf?sfvrsn=4

Rao SK, Sarika P, Sravana P, Rao TC (2014). Evaluation of properties of roller compacted concrete pavement. International Journal of Education and Applied Research, 4(Spl-2), 88-90.

Toplicic-Ćurcic G, Grdic D, Ristic N, Grdic Z (2015). Properties, materials and durability of rolled compacted concrete for pavements. Zastita Materijala, 56(3), 345-353.

Wu Z, Rupnow T, Mahdi MI (2017). Roller compacted concrete over soil cement under accelerated loading. Final Report 578, FHWA/LA.16/578, Louisiana Transportation Research Center.


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