DOI QR코드

DOI QR Code

A study of the fresh properties of Recycled ready-mixed soil materials (RRMSM)

  • Huang, Wen-Ling (Department of Civil Engineering, National Kaohsiung University of Applied Sciences) ;
  • Wang, Her-Yung (Department of Civil Engineering, National Kaohsiung University of Applied Sciences) ;
  • Chen, Jheng-Hung (Department of Civil Engineering, National Kaohsiung University of Applied Sciences)
  • Received : 2015.08.12
  • Accepted : 2016.03.15
  • Published : 2016.06.25

Abstract

Climate anomalies in recent years, numerous natural disasters caused by landslides and a large amount of entrained sands and stones in Taiwan have created significant disasters and greater difficulties in subsequent reconstruction. How to respond to these problems efficaciously is an important issue. In this study, the sands and stones were doped with recycled materials (waste LCD glass sand, slag powder), and material was mixed for recycled ready-mixed soil. The study is based on security and economic principles, using flowability test to determine the water-binder ratio (W/B=2.4, 2.6, and 2.8), a fixed soil: sand ratio of 6:4 and a soil: sand: glass ratio of 6:2:2 as fine aggregate. Slag (at concentrations of 0%, 20%, and 40%) replaced the cement. The following tests were conducted: flowability, initial setting time, unit weight, drop-weight and compressive strength. The results show that the slump values are 220 -290 mm, the slump flow values are 460 -1030 mm, and the tube flow values are 240-590 mm, all conforming to the objectives of the design. The initial setting times are 945-1695 min. The unit weight deviations are 0.1-0.6%. The three groups of mixtures conform to the specification, being below 7.6 cm in the drop-weight test. In the compressive strength test, the water-binder ratios for 2.4 are optimal ($13.78-17.84kgf/cm^2$). The results show that Recycled ready-mixed soil materials (RRMSM) possesses excellent flowability. The other properties, applied to backfill engineering, can effectively save costs and are conducive to environmental protection.

Keywords

References

  1. Achtemichuk, S., Hubbard, J., Sluce, R. and Shehata, M.H. (2009), "The utilization of recycled concrete aggregate to produce controlled low-strength materials without using Portland cement", Cement Concrete Compos., 31(8), 564-569. https://doi.org/10.1016/j.cemconcomp.2008.12.011
  2. ACI 229R- 99, Controlled Low-strength Material (CLSM), ACI Committee.
  3. ASTM D6103, Standard Test Method for Flow Consistency of Controlled Low Strength Material(CLSM).
  4. ASTM C33, Standard Specification for Concrete Aggregates.
  5. ASTM C39, Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens.
  6. ASTM C143, Standard Test Method for Slump of Cement Concrete.
  7. ASTM C150, American Society for Testing and Materials, Standard Specification for Portland cement.
  8. ASTM C1602, Standard Specification for Mixing Water Used in the Production of Hydraulic Cement Concrete.
  9. ASTM C403, Standard Test Method for Time of Setting of Concrete Mixtures by Penetration Resistance.
  10. ASTM D 6023, Standard Test Method for Unit Weight, Yield, Cement Content, and Air Content (Gravimetric) of Controlled Low Strength Material (CLSM).
  11. ASTM D 6024, ASTM D6024 Standard Test Method for Ball Drop on Controlled Low Strength Material (CLSM) to Determine Suitability for Load Application.
  12. ASTM D 6103, Standard Test Method for Flow Consistency of Controlled Low Strength Material (CLSM).
  13. Chen, J.W. and Chang, C.F. (2003), "Development and application of the ready-mixed soil material", Proceedings of the 14th International Society of Offshore and Polar Engineering Conference (ISOPE), Toulon France.
  14. CNS 12549, Concrete and cement plaster material ballast water quenched blast furnace dust.
  15. Katz, A. and Kovler, K. (2004), "Utilization of industrial by-products for the production of controlled low strength materials (CLSM)", Waste Manage., 24(5), 501-512. https://doi.org/10.1016/S0956-053X(03)00134-X
  16. Khatib, J.M. (2005), "Properties of concrete incorporating fine recycled aggregate", Cement Concrete Res., 35(4), 763-769. https://doi.org/10.1016/j.cemconres.2004.06.017
  17. Lee, S.T., Moon, H.Y., Swamy, R.N., Kim, S.S. and Kim, J.P. (2005), "Sulfate attack of mortars containing recycled fine aggregates", ACI Mater. J., 102(4), 224-230.
  18. Lachemi, M., Hossain, K.M., Shehata, M. and Thaha, W. (2007), "Characteristics of controlled low-strength materials incorporating cement kiln dust", Can. J. Civil Eng., 34(4), 485-495. https://doi.org/10.1139/l06-136
  19. Mejeoumov, G.G., Shon, C.S., Saylak, D. and Estakhri, C.K. (2010), "Potential use of stockpiled circulating fluidized bed combustion ashes in controlled low strength material (CLSM) mixture", Constr. Build. Mater., 24(5), 839-847. https://doi.org/10.1016/j.conbuildmat.2009.10.022
  20. Nataraja, M.C. and Nalanda, Y. (2008), "Performance of industrial by-products in controlled low-strength materials (CLSM)", Waste Manage., 28(7), 1168-1181. https://doi.org/10.1016/j.wasman.2007.03.030
  21. Naik, T.R., Singh, S.S. and Ramme, B.W. (2001), "Performance and leaching assessment of flowable slurry", J. Envir. Eng., 127(4), 359-368. https://doi.org/10.1061/(ASCE)0733-9372(2001)127:4(359)
  22. Naik, T.R., Kraus, R.N. and Siddique, R. (2003), "Controlled low-strength materials containing mixtures of coal ash and new pozzolanic material", ACI Mater. J., 100(3), 208-215.
  23. Naik, T.R., Kraus, R.N., Ramme, B.W., Chun, Y.M. and Kumar, R. (2006), "High-carbon fly ash in manufacturing conductive CLSM and concrete", J. Mater. Civil Eng., 18(6), 743-746. https://doi.org/10.1061/(ASCE)0899-1561(2006)18:6(743)
  24. Naganathan, S., Razak, H.A. and Hamid, S.N.A. (2012), "Properties of controlled low-strength material made using industrial waste incineration bottom ash and quarry dust", Mater. Des., 33, 56-63. https://doi.org/10.1016/j.matdes.2011.07.014
  25. Pierce, C.E. and Blackwell, M.C. (2003), "Potential of scrap tire rubber as lightweight aggregate in flowable fill", Waste Manage., 23(3), 197-208. https://doi.org/10.1016/S0956-053X(02)00160-5
  26. Pierce, C.E., Tripathi, H. and Brown, T.W. (2003), "Cement kiln dust in controlled low-strength materials", ACI Mater. J., 100(6), 455-462.
  27. Siddique, R. (2009), "Utilization of waste materials and by-products in producing controlled low-strength materials", Resour. Conserv. Recy., 54(1), 1-8. https://doi.org/10.1016/j.resconrec.2009.06.001
  28. Razak, H.A., Naganathan, S. and Hamid, S.N.A. (2009), "Performance appraisal of industrial waste incineration bottom ash as controlled low-strength material", J. Hazard. Mater., 172(2), 862-867. https://doi.org/10.1016/j.jhazmat.2009.07.070
  29. Rahal, K. (2007), "Mechanical properties of concrete with recycled coarse aggregate", Build. Envir., 42(1), 407-415. https://doi.org/10.1016/j.buildenv.2005.07.033
  30. Siddique, R. (2009), "Utilization of waste materials and by-products in producing controlled low-strength materials", Resour. Conserv. Recy., 54(1), 1-8. https://doi.org/10.1016/j.resconrec.2009.06.001
  31. Terro, M.J. (2006), "Properties of concrete made with recycled crushed glass at elevated temperatures", Build. Envir., 41(5), 633-639. https://doi.org/10.1016/j.buildenv.2005.02.018
  32. Tu, T.Y., Chen, Y.Y. and Hwang, C.L. (2006), "Properties of HPC with recycled aggregates", Cement Concrete Res., 36(5), 943-950. https://doi.org/10.1016/j.cemconres.2005.11.022
  33. Topcu, I.B. and Canbaz, M. (2004), "Properties of concrete containing waste glass", Cement Concrete Res., 34(2), 267-274. https://doi.org/10.1016/j.cemconres.2003.07.003
  34. Tong, C.C. (2007), "A study of the impact and damaging behaviors of adding polypropylene fiber into ready-mixed soil material", the achievement report of a specific research project of the National Science Council, the Executive Yuan.
  35. Tikalsky, P.J., Bahia, H.U., Deng, A. and Snyder, T. (2004), "Excess foundry sand characterization and experimental investigation in controlled low-strength material and hot-mixing asphalt (No. DE-FC36-01ID13974)", The Pennsylvania State University/Pennsylvania Transportation Institute.
  36. Turkel, S. (2006), "Long-term compressive strength and some other properties of controlled low strength materials made with pozzolanic cement and Class C fly ash", J. Hazard. Mater., 137(1), 261-266. https://doi.org/10.1016/j.jhazmat.2006.01.064
  37. Turkel, S. (2007), "Strength properties of fly ash based controlled low strength materials", J. Hazard. Mater., 147(3), 1015-1019. https://doi.org/10.1016/j.jhazmat.2007.01.132
  38. Tseng, C.C. (2009), "Competitiveness analysis of display panel industry in Taiwan and Korea (II)", Quality magazine is published by the Chinese society for quality, 45(2), 48-52.
  39. Wang, H.Y. and Huang, W.L. (2010), "Durability of self-consolidating concrete using waste LCD glass", Constr. Build. Mater., 24(6), 1008-1013. https://doi.org/10.1016/j.conbuildmat.2009.11.018
  40. Wang, H.Y. and Chen, J.S. (2008), "Study of thin film transition liquid crystal display (TFT-LCD) optical waste glass applied in early-high-strength controlled low strength materials", Comput. Concrete, 5(5), 491-501. https://doi.org/10.12989/cac.2008.5.5.491

Cited by

  1. Study on engineering properties of ready-mixed soil and slag vol.21, pp.5, 2016, https://doi.org/10.12989/cac.2018.21.5.531