Computers and Concrete

  • 제21권1호
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  • Pages.39-46
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  • 2018
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  • 1598-8198(pISSN)
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  • 1598-818X(eISSN)
테크노프레스 (Techno-Press)
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Successive recycled coarse aggregate effect on mechanical behavior and microstructural characteristics of concrete

  • Ashish, Deepankar K. (Department of Civil Engineering, Maharaja Agrasen University) ;
  • Saini, Preeti (Department of Civil Engineering, Kurukshetra University)
  • 투고 : 2017.08.13
  • 심사 : 2017.09.28
  • 발행 : 2018.01.25
⟨ 이전 논문 다음 논문 ⟩

초록

With the increase in industrialization and urbanization, growing demand has enhanced rate of new constructions and old demolitions. To avoid serious environmental impacts and hazards recycled concrete aggregates (RCA) is being adopted in all over the world. This paper investigates successive recycled coarse aggregates (SRCA) in which old concrete made with RCA in form of concrete cubes was used. The cubes were crushed to prepare new concrete using aggregates from crushing of old concrete, used as SRCA. The mechanical behavior of concrete was determined containing SRCA; the properties of SRCA were evaluated and then compared with natural aggregates (NA). Replacement of NA with SRCA in ratio upto 100% by weight was studied for workability, mechanical properties and microstructural analysis. It was observed that with the increase in replacement ratio workability and compressive strength decreased but in acceptable limits so SRCA can be used in low strength concretes rather than high strength concrete structures.

키워드

참고문헌

  1. Abdollahzadeh, G., Jahani, E. and Kashir, Z. (2016), "Predicting of compressive strength of recycled aggregate concrete by genetic programming", Comput. Concrete, 18(2), 155-163. https://doi.org/10.12989/cac.2016.18.2.155
  2. Agenda 21 (1992), "The Rio declaration on environment and development, the statement of forest principles, the united nations framework convention on climate change and the united nations convention on biological diversity", United Nations Conference on Environment and Development (UNCED), Rio de Janeiro.
  3. Amnon, K. (2003), "Properties of concrete made with recycled aggregate from partially hydrated old concrete", Cement Concrete Res., 33, 703-711. https://doi.org/10.1016/S0008-8846(02)01033-5
  4. Arora, S. and Singh, S.P. (2016), "Analysis of flexural fatigue failure of concrete made with 100% coarse RCA", Constr. Build. Mater., 102, 782-791. https://doi.org/10.1016/j.conbuildmat.2015.10.098
  5. Arslan, H., Cosgun, N. and Salgin B. (2012), "Construction and Demolition Waste Management in Turkey", Waste Management - An Integrated Vision, Ed. Dr. Luis Fernando Marmolejo Rebellon, doi: 10.5772/46110.
  6. Ashish, D.K., Singh, B. and Verma, S.K. (2016a), "The effect of attack of chloride and sulphate on ground granulated blast furnace slag concrete", Adv. Concrete Constr., 4(2), 101-121.
  7. Ashish, D.K., Verma, S.K., Kumar, R. and Sharma, N. (2016b), "Properties of concrete incorporating waste marble powder as partial substitute of cement and sand", Proceeding of The 2016 World Congress on The 2016 Structures Congress (Strectures16), August-September, Jeju Island, Korea.
  8. Ashish, D.K., Verma, S.K., Kumar, R. and Sharma, N. (2016c), "Properties of concrete incorporating sand and cement with waste marble powder", Adv. Concrete Constr., 4(2), 145-160. https://doi.org/10.12989/acc.2016.4.2.145
  9. British Standards, BS EN 12350-5 (2009), Testing Fresh Concrete. Flow Table Test, British Standards Institution, London, UK.
  10. Brito, J.D. and Saikia, N. (2012), Recycled Aggregate in Concrete: Use of Industrial, Construction and Demolition Waste, Springer Science & Business Media.
  11. Bureau of Indian Standards, BIS 7320 (1974), Specification for Concrete Slump Test Apparatus, Bureau of Indian Standards, New Delhi, India.
  12. Bureau of Indian Standards, BIS: 2386-1 (1983), Methods of Test for Aggregates for Concrete, Part-I Particle Size and Shape, Bureau of Indian Standards, New Delhi, India.
  13. Bureau of Indian Standards, BIS: 2386-2 (1963), Methods of Test for Aggregates for Concrete, Part-II Estimation of Deleterious Materials and Organic Impurities, Bureau of Indian Standards, New Delhi, India.
  14. Bureau of Indian Standards, BIS: 2386-4 (1983), Methods of Test for Aggregates for Concrete, Part-IV Mechanical Properties by Bureau of Indian Standards, Bureau of Indian Standards, New Delhi, India.
  15. Bureau of Indian Standards, BIS: 383 (1970), Indian Standard of Specification for Coarse and Fine Aggregates from Natural Sources for Concrete, Bureau of Indian Standards, New Delhi, India.
  16. Bureau of Indian Standards, BIS: 516 (1959), Indian Standard Methods of Tests for Strength of Concrete, Bureau of Indian Standards, New Delhi, India.
  17. Bureau of Indian Standards, BIS: 5515 (19830), Indian Standard Specification for Compacting Factor Apparatus, Bureau of Indian Standards, New Delhi, India.
  18. Bureau of Indian Standards, BIS: 8112 (2013, Specification for 43 Grade Ordinary Portland Cement, Bureau of Indian Standards, New Delhi, India.
  19. Colangelo, F. and Cioffi, R. (2016), "Mechanical properties and durability of mortar containing fine fraction of demolition wastes produced by selective demolition in South Italy", Compos. Part B Eng., 115, 43-50.
  20. Debieb, F., Courard, L., Kenai, S. and Degeimbre, R. (2009), "Roller compacted concrete with contaminated RAs", Constr. Build. Mater., 23(11), 3382-3387. https://doi.org/10.1016/j.conbuildmat.2009.06.031
  21. Debieb, F., Courard, L., Kenai, S. and Degeimbre, R. (2010), "Mechanical and durability properties of concrete using contaminated RAs", Cement Concrete Compos., 32(6), 421-426. https://doi.org/10.1016/j.cemconcomp.2010.03.004
  22. Elhakam, A.A., Mohamed, A.E. and Awad, E. (2012), "Influence of self-healing, mixing method and adding silica fume on mechanical properties of recycled aggregates concrete", Constr. Build. Mater., 35, 421-427. https://doi.org/10.1016/j.conbuildmat.2012.04.013
  23. Etxeberria, M., Vazquez, E., Mari, A. and Barra, M. (2007), "Influence of amount of recycled coarse aggregates and production process on properties of RAC", Cement Concrete Res., 37(5), 735-742. https://doi.org/10.1016/j.cemconres.2007.02.002
  24. Fonseca, N., Brito, J.D. and Evangelista, L. (2011), "The influence of curing conditions on the mechanical performance of concrete made with recycled concrete waste", Cement Concrete Compos., 33(6), 637-643. https://doi.org/10.1016/j.cemconcomp.2011.04.002
  25. Freedonia (2012), World Construction Aggregates, Industry Study No. 2838: The Freedonia Group, 334.
  26. Freedonia (2016), World Construction Aggregates, Industry Study No. 3389, Cleveland, Ohio, USA, 390.
  27. He, Z.J., Liu, G.W., Cao W.L., Zhou C.Y. and Jia-Xing. Z. (2015), "Strength criterion of plain recycled aggregate concrete under biaxial compression", Comput. Concrete, 16(2), 209-222. https://doi.org/10.12989/cac.2015.16.2.209
  28. Kang, T.H.K., Kim, W., Kwak, Y.K. and Hong, S.G. (2012), "The choice of RCA for flexural members", Proceedings of 18th international association for bridge and structural engineering congress on innovative infrastructures, Seoul, Korea.
  29. Kou, S.C. and Poon, C.S. (2013), "Long-term mechanical and durability properties of RAC prepared with the incorporation of fly ash", Cement Concrete Compos., 37, 12-19. https://doi.org/10.1016/j.cemconcomp.2012.12.011
  30. Malesev, M., Radonjanin, V. and Marinkovic, S. (2010), "Recycled concrete as aggregate for structural concrete production", Sustainability, 2(5), 1204-1225. https://doi.org/10.3390/su2051204
  31. McGinnis, M.J., Davis, M., Rosa, A. de la, Weldon, B.D. and Kurama, Y.C. (2017), "Quantified sustainability of recycled concrete aggregates", Mag. Concrete Res. (in Press)
  32. McNeil, K. and Kang, T.H.K. (2013), "RCA: A review", Int. J. Concr. Struct. Mater., 7(1), 61-69. https://doi.org/10.1007/s40069-013-0032-5
  33. Mehta, K. (2001), Reducing the Environmental Impact of Concrete, Concrete Int., American Concrete Institute.
  34. Meyer, C. (2009), "The greening of the concrete industry", Cement Concrete Compos., 31, 601-605. https://doi.org/10.1016/j.cemconcomp.2008.12.010
  35. Mills, T.H., Showalter, E. and Jarman, D. (1999), "A cost effective waste management plan", Cost Eng., 41, 35-43.
  36. Mukharjee, B.B. and Barai, S.V. (2015), "Characteristics of sustainable concrete incorporating recycled coarse aggregates and colloidal nano-silica", Adv. Concrete Constr., 3(3), 187-202. https://doi.org/10.12989/acc.2015.3.3.187
  37. Ngo, T.T., Bouvet, A., Debieb, F. and Aggoun, S. (2017), "Effect of cement and admixture on the utilization of recycled aggregates in concrete", Constr. Build. Mater, 149, 91-102. https://doi.org/10.1016/j.conbuildmat.2017.04.152
  38. Oikonomou, N. (2005), "Recycled concrete aggregates", Cement Concrete Compos., 27, 315-318. https://doi.org/10.1016/j.cemconcomp.2004.02.020
  39. Pedro, D., Brito, J. de and Evangelista, L. (2017), "Structural concrete with simultaneous incorporation of fine and coarse recycled concrete aggregates: Mechanical, durability and longterm properties", Constr. Build. Mater., 154, 294-309. https://doi.org/10.1016/j.conbuildmat.2017.07.215
  40. Pham, T., Xiao, J. and Ding T. (2015), "Simulation study on dynamic response of precast frames made of recycled aggregate concrete", Comput. Concrete, 16(4), 643-667. https://doi.org/10.12989/cac.2015.16.4.643
  41. Prusty, R., Mukharjee, B.B. and Barai, S.V. (2015), "Nanoengineered concrete using recycled aggregates and nano-silica: Taguchi approach", Adv. Concrete Constr., 3(4), 253-268. https://doi.org/10.12989/acc.2015.3.4.253
  42. Raj, S.D. and Bhoopesh, J. (2017), "Strength and behaviour of recycled aggregate geopolymer concrete beams", Adv. Concrete Constr., 5(2), 145-154. https://doi.org/10.12989/acc.2017.5.2.145
  43. Rogoff, M.J. and Williams, J.F. (1994), Approaches to Implementing Solid Waste Recycling Facilities, Noyes Publications, Park Ridge, N.J., U.S.A.
  44. Sagoe-Crentsil, K.K., Brown, T. and Taylor, A.H. (2001), "Performance of concrete made with commercially produced coarse recycled concrete aggregate", Cement Concrete Res., 31, 701-712.
  45. Saha, S. and Rajasekaran, C. (2016), "Mechanical properties of recycled aggregate concrete produced with Portland Pozzolana Cement", Adv. Concrete Constr., 4(1), 027-035. https://doi.org/10.12989/acc.2016.4.1.027
  46. Sealey, B.J., Phillips, P.S. and Hill, G.J. (2001), "Waste management issues for the UK ready mixed concrete industry", Resour. Conserv. Recycl., 32(3-4), 321-331. https://doi.org/10.1016/S0921-3449(01)00069-6
  47. Serres, N., Braymand, S. and Feugeas, F. (2016), "Environmental evaluation of concrete made from recycled concrete aggregate implementing Life Cycle Assessment", J. Build Eng., 5, 24-33. https://doi.org/10.1016/j.jobe.2015.11.004
  48. Shah, A., Jan, I.U., Khan, R.U. and Qazi, E.U. (2013), "Experimental investigation on the use of recycled aggregates in producing concrete", Struct. Eng. Mech., 47(4), 545-557. https://doi.org/10.12989/sem.2013.47.4.545
  49. Shaikh, F., Kerai, S. and Kerai, S. (2015), "Effect of micro-silica on mechanical and durability properties of high volume fly ash recycled aggregate concretes (HVFA-RAC)", Adv. Concrete Constr., 3(4), 317-331. https://doi.org/10.12989/acc.2015.3.4.317
  50. Sonawane, T.R. and Pimplikar, S.S. (2013), "Use of recycled aggregate in concrete", IOSR J. Mech. Civil Eng., 52-59.
  51. Tabsh, S.W. and Abdelfatah, A.S. (2009), "Influence of RCA on strength properties of concrete", Constr. Build. Mater., 23, 1163-1167. https://doi.org/10.1016/j.conbuildmat.2008.06.007
  52. Tam, V.W., Tam, C.M. and Wang, Y. (2007), "Optimization on proportion for RA in concrete using two-stage mixing approach", Constr. Build. Mater., 21, 1928-1939. https://doi.org/10.1016/j.conbuildmat.2006.05.040
  53. Tavakoli, M. and Soroushian, P. (1996), "Strengths of aggregate concrete made using field demolished concrete as aggregate", ACI Mater. J., 93, 178-181.
  54. Verma, S.K. and Ashish, D.K. (2017), "Mechanical behavior of concrete comprising successively recycled concrete aggregates", Adv. Concrete Constr., 5(5), 303-311.
  55. Verma, S.K., Ashish, D.K. and Singh, J. (2016), "Performance of bricks and brick masonry prism made using coal fly ash and coal bottom ash", Adv. Concrete Constr., 4(4), 231-242. https://doi.org/10.12989/acc.2016.4.4.231
  56. Vijayaraghavan, J., Judeb, A. B. and Thivya, J. (2017), "Effect of copper slag, iron slag and recycled concrete aggregate on the mechanical properties of concrete", Resour. Policy, 53, 219-225. https://doi.org/10.1016/j.resourpol.2017.06.012
  57. Wang, H.Y., Hsiao, D.H. and Wang, S.Y. (2012), "Properties of recycled green building materials applied in light weight aggregate concrete", Comput. Concrete, 10(2), 095-104. https://doi.org/10.12989/cac.2012.10.2.095
  58. Wang, L., Wang, J., Qian, X., Chen, P., Xu, Y. and Guo, J. (2017), "An environmentally friendly method to improve the quality of recycled concrete aggregates", Constr. Build. Mater., 144, 432-441. https://doi.org/10.1016/j.conbuildmat.2017.03.191
  59. Yaragal, S.C. and Roshan, A.K.M. (2017), "Usage potential of recycled aggregates in mortar and concrete", Adv. Concrete Constr., 5(3), 201-219. https://doi.org/10.12989/ACC.2017.5.3.201
  60. Yaragal, S.C., Teja, D.C. and Shaffi, M. (2016), "Performance studies on concrete with recycled coarse aggregates", Adv. Concrete Constr., 4(4), 263-281. https://doi.org/10.12989/acc.2016.4.4.263

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  1. Residual Properties and Axial Bearing Capacity of Steel Reinforced Recycled Aggregate Concrete Column Exposed to Elevated Temperatures vol.7, pp.None, 2018, https://doi.org/10.3389/fmats.2020.00187