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Articles

Mechanical and durability assessment of unconfined recycled concrete aggregates and natural aggregates used in road constructions

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Pages 1518-1530 | Received 10 Feb 2017, Accepted 30 Nov 2019, Published online: 19 Dec 2019

References

  • A23.1-09/A23.2-09, 2014. Concrete materials and methods of concrete construction/test methods and standard practices for concrete. Toronto: Canadian Standards Association.
  • ASTM C 33, 2003. Standard specification for concrete aggregates. Annual Book of Standards, 4.
  • ASTM C 131, 2006. Standard test method for resistance to degradation of small-size coarse aggregate by abrasion and impact in the Los Angeles machine. Annual Book of ASTM Standards, 4(02).
  • ASTM C 127, 2007. Standard test method for density, relative density (specific gravity), and absorption of coarse aggregate. Annual book of ASTM standards.
  • ASTM C 666, 2009. Standard test method for resistance of concrete to rapid freezing and thawing, Annual Book of ASTM Standards.
  • AASHTO MP 16-07, 2007. Reclaimed concrete aggregates for use as coarse aggregate in hydraulic cement concrete. Washington, DC: American Association of State Highway and Transportation Officials.
  • AASHTO T 103, 2007. Soundness of aggregates by freezing and thawing. Washington, DC: American Association of State Highway and Transportation Officials.
  • Aboutalebi Esfahani, M. and Goli, A., 2018. Effects of aggregate gradation on resilient modulus and CBR in unbound granular materials. International Journal of Transportation Engineering, 5 (4), 367–381.
  • Arabani, M., Moghadas Nejad, F., and Azarhoosh, A.R., 2013. Laboratory evaluation of recycled waste concrete into asphalt mixtures. International Journal of Pavement Engineering, 14 (6), 531–539. doi: https://doi.org/10.1080/10298436.2012.747685
  • ASTM C 88-13, 2013. Standard test method for soundness of aggregates by use of sodium sulfate or magnesium sulfate. West Conshohocken, PA: ASTM International. Available from: www.astm.org.
  • ASTM D 1883, 2016. Standard test method for California bearing ratio (CBR) of Laboratory-Compacted Soils. West Conshohocken, PA: ASTM International. Available from: www.astm.org.
  • ASTM D 698, 2012. Standard test methods for laboratory compaction characteristics of soil using standard effort (12 400 ft-lbf/ft3 (600 kN-m/m3)). West Conshohocken, PA: ASTM International. Available from: www.astm.org.
  • BS 812 Part 110, 1990. Methods for determination of aggregate crushing value (ACV). London: British Standards Institution.
  • BS 812 Part 112, 1990. Methods for determination of aggregate impact value (AIV). London: British Standards Institution.
  • BS 882, 1992. Specification for aggregate from natural sources for concrete. London: British Standards Institution.
  • BS EN 1367-1, 2007. Tests for thermal and weathering properties of aggregates part 1: determination of resistance to freezing and thawing. Brussels: European Committee for Standardization.
  • Camargo, F.F., et al., 2013. Comparative assessment of crushed aggregates and bound/unbound recycled asphalt pavement as base materials. International Journal of Pavement Engineering, 14 (3), 223–230. doi: https://doi.org/10.1080/10298436.2012.655737
  • Chini, A.R., et al., 2001. Test of recycled concrete aggregate in accelerated test track. Journal of Transportation Engineering, 127 (6), 486–492. doi: https://doi.org/10.1061/(ASCE)0733-947X(2001)127:6(486)
  • CSA A23.2-24A, 2009. Method of test for resistance of unconfined coarse aggregate to freezing and thawing. Ontario: Canadian Standards Association.
  • Daquan, S., et al., 2018. Performance evaluation of asphalt mixtures containing recycled concrete aggregates. International Journal of Pavement Engineering, 19 (5), 422–428. doi: https://doi.org/10.1080/10298436.2017.1402594
  • Debieb, F., et al., 2009. Roller compacted concrete with contaminated recycled aggregates. Construction and Building Materials, 23 (11), 3382–3387. doi: https://doi.org/10.1016/j.conbuildmat.2009.06.031
  • De Juan, M.S. and Gutiérrez, P.A., 2009. Study on the influence of attached mortar content on the properties of recycled concrete aggregate. Construction and Building Materials, 23 (2), 872–877. doi: https://doi.org/10.1016/j.conbuildmat.2008.04.012
  • DIN, 2002. Aggregates for mortar and concrete-part 100: recycled aggregates (DIN 4226-100). Berlin: Deusches Institut fur Normung.
  • EN BS 12620: 2002+ A1: 2008. Aggregates for concrete.
  • Etxeberria, M., et al., 2007. Influence of amount of recycled coarse aggregates and production process on properties of recycled aggregate concrete. Cement and Concrete Research, 37 (5), 735–742. doi: https://doi.org/10.1016/j.cemconres.2007.02.002
  • Evangelista, L. and De Brito, J., 2007. Mechanical behaviour of concrete made with fine recycled concrete aggregates. Cement and Concrete Composites, 29 (5), 397–401. doi: https://doi.org/10.1016/j.cemconcomp.2006.12.004
  • Gokce, A., et al., 2011. Identification of frost-susceptible recycled concrete aggregates for durability of concrete. Construction and Building Materials, 25 (5), 2426–2431. doi: https://doi.org/10.1016/j.conbuildmat.2010.11.054
  • Hansen, T.C. and Lauritzen, E.K., 2004. Concrete waste in a global perspective. Special Publication, 219, 35–46.
  • Hou, Y., Ji, X., and Su, X., 2017. Mechanical properties and strength criteria of cement-stabilised recycled concrete aggregate. International Journal of Pavement Engineering, 20 (3), 339–348. doi: https://doi.org/10.1080/10298436.2017.1293266
  • Hudec, P., 1987. Deterioration of aggregates: the underlying causes, concrete durability. In: Katherine and Bryant Mather International Conference. Atlanta, GA: American Concrete Institute, 1325–1342.
  • Iran Highway Asphalt Paving Code, No. 234, 2011. The ministry of roads and urban development.
  • Jacobsen, S., Rommetvedt, O.W., and Gjengstø, K.T., 1998. Properties and frost durability of recycled aggregate from Oslo, Norway. In: Sustainable Construction: Use of Recycled Concrete Aggregate: Proceedings of the International Symposium organised by the Concrete Technology Unit, University of Dundee and held at the Department of Trade and Industry Conference Centre, 11–12 November 1998. London: Thomas Telford Publishing, 189–196.
  • Kandhal, P.S. and Parker, F., 1998. Aggregate tests related to asphalt concrete performance in pavements (No. 405). Washington, DC: Transportation Research Board.
  • Kaneuji, M., 1978. Correlation between pore size distribution and freeze thaw durability of coarse aggregate in concrete: interim report.
  • Kasai, Y., 1985, June. Studies into the reuse of demolished concrete in Japan. In: EDA/RILEM Conference—Re-use of concrete and brick materials, 17–25.
  • Kikuchi, M., et al., 1998. Application of recycled aggregate concrete for structural concrete. Part 1–experimental study on the quality of recycled aggregate and recycled aggregate concrete. In: Sustainable Construction: Use of Recycled Concrete Aggregate: Proceedings of the International Symposium organized by the Concrete Technology Unit, University of Dundee and held at the Department of Trade and Industry Conference Centre, 11–12 November 1998. London: Thomas Telford Publishing, 55–68.
  • Kim, S., et al., 2011. Comparative performance of concrete pavements with recycled concrete aggregate (RCA) and virgin aggregate subbases. In: Transportation and Development Institute Congress 2011: Integrated Transportation and Development for a Better Tomorrow, 710–719.
  • Konin, A., and Kouadio, M.D., 2011. Mechanical and abrasion resistance of recycled aggregates concrete in relation to the cement content. Modern Applied Science, 6 (1), 88. doi: https://doi.org/10.5539/mas.v6n1p88
  • Koubaa, A., and Snyder, M., 1996. Evaluation of frost resistance tests for carbonate aggregates. Transportation Research Record: Journal of the Transportation Research Board, 1547, 35–45. doi: https://doi.org/10.1177/0361198196154700106
  • Kwan, W.H., et al., 2012. Influence of the amount of recycled coarse aggregate in concrete design and durability properties. Construction and Building Materials, 26 (1), 565–573.
  • Marinković, S., et al., 2010. Comparative environmental assessment of natural and recycled aggregate concrete. Waste Management, 30 (11), 2255–2264. doi: https://doi.org/10.1016/j.wasman.2010.04.012
  • Martín-Morales, M., et al., 2011. Characterization of recycled aggregates construction and demolition waste for concrete production following the Spanish structural concrete Code EHE-08. Construction and Building Materials, 25 (2), 742–748. doi: https://doi.org/10.1016/j.conbuildmat.2010.07.012
  • Nagataki, S., et al., 2004. Assessment of recycling process induced damage sensitivity of recycled concrete aggregates. Cement and Concrete Research, 34 (6), 965–971. doi: https://doi.org/10.1016/j.cemconres.2003.11.008
  • NTBUILD 485, 2004. Tests for thermal and weathering properties of aggregates part 1: determination of resistance to freezing and thawing with/without salt; Nordic Innovation Centre ISSN 1459-2762, Project 04014, Second Edition.
  • Palassi, M. and Danesh, A., 2016. Relationships between abrasion/degradation of aggregate evaluated from various tests and the effect of saturation. Rock Mechanics and Rock Engineering, 49 (7), 2937–2943. doi: https://doi.org/10.1007/s00603-015-0869-9
  • Poon, C.S. and Chan, D., 2006. Feasible use of recycled concrete aggregates and crushed clay brick as unbound road sub-base. Construction and Building Materials, 20 (8), 578–585. doi: https://doi.org/10.1016/j.conbuildmat.2005.01.045
  • Rahal, K., 2007. Mechanical properties of concrete with recycled coarse aggregate. Building and Environment, 42 (1), 407–415. doi: https://doi.org/10.1016/j.buildenv.2005.07.033
  • Rakshvir, M. and Barai, S.V., 2006. Studies on recycled aggregates-based concrete. Waste Management & Research, 24 (3), 225–233. doi: https://doi.org/10.1177/0734242X06064820
  • Richardson, D.N., 2009. Quick test for durability factor estimation (Final Report 0R09.020). Missouri Department of Transportation, 24–30.
  • Snyder, M.B., et al., 1994. Synthesis on recycled concrete aggregate. Interim Report—Task A (DTFH61-93-C00133). Washington, DC: Federal Highway Administration.
  • Tabsh, S.W. and Abdelfatah, A.S., 2009. Influence of recycled concrete aggregates on strength properties of concrete. Construction and Building Materials, 23 (2), 1163–1167. doi: https://doi.org/10.1016/j.conbuildmat.2008.06.007
  • Ureel, S.D. and Momayez, M., 2014. An investigation of the present and future testing methods of rock abrasion resistance. International Journal of Mining Engineering and Mineral Processing, 3 (1), 10–19.
  • Weyers, R.E., et al., 2005. Testing methods to determine long term durability of Wisconsin aggregate resources (No. WHRP 06-07).
  • Williamson, G.S., 2005. Investigation of testing methods to determine long-term durability of Wisconsin aggregate resources including natural materials, industrial by-products, and recycled/reclaimed materials (Doctoral dissertation). Virginia Polytechnic Institute and State.
  • Zaharieva, R., Buyle-Bodin, F., and Wirquin, E., 2004. Frost resistance of recycled aggregate concrete. Cement and Concrete Research, 34 (10), 1927–1932. doi: https://doi.org/10.1016/j.cemconres.2004.02.025
  • Zega, C.J., Villagran-Zaccardi, Y.A., and Di Maio, A.A., 2010. Effect of natural coarse aggregate type on the physical and mechanical properties of recycled coarse aggregates. Materials and Structures, 43 (1–2), 195–202. doi: https://doi.org/10.1617/s11527-009-9480-4

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