Properties of Controlled Low Strength Materials Made With OnionPeel Ash

1. MarjiveV. R., Badwaik V. N., and Ram. B (2016) “Experimental Studies on Controlled Low Strength Material Using Stone
Dust and EPS Beads” IACSIT International Journal of Engineering and Technology, Vol. 8. No. 4. pp 265-268.
2. Nataraja M. C.Vadiraj N. R (2016) “CLSM with Fly ash and Cinder Aggregates, An Effective Replacement for the
Compacted Backfill”, Indian Journal of Advances in Chemical Science IS-2016, pp 289-293.
3. Tarun Naik. R. , Rudolph N. Rafat and Yoon (2004) “Properties of Controlled Low Strength Materials Made with Wood Fly
ash” Journal of ASTM International, Vol. 1., No 6., pp 1-10.
4. Achtemichuk S, Hubbard J, Sluce R, Shehata MH (2009) The utilization of recycled concrete aggregate to produce controlled
low-strength materials without using Portland cement. Cement Concr Compos 31(8):564–569
5. ACI Committee 229 (1999) Controlled low strength materials (ACI 229R-99). American Concrete Institute, Farmington Hill
6. Dockter B (1998) Comparison of dry scrubber and class C fly ash in CLSM application. In: Proceedings the design and
application of controlled low strength materials (flowable fill) (ASTM STP 1331). American Society for Testing and Materials,
West Conshohocken, p 13–26
7. Gabr MA, Bowders JJ (2002) Controlled low-strength material using fly ash and AMD sludge. J Hazard Mater 76(2):251– 263
8. Türkel S. 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 2006; 137(1):261–6.
9. ACI 229 R-99. Controlled low-strength materials.
10. Razak HA, Naganathan S, Hamid SNA. Performance appraisal of industrial waste incineration bottom ash as controlled lowstrength material. J Hazard Mater 2009; 172(23):862–7.
11. Wu JY, Tsai M. Feasibility study of a soil-based rubberized CLSM. Waste Manage 2009; 29(2):636–42.
12. Cheung T, Jansen DC, Hanson JL. Engineering controlled low strength materials using scrap tire rubber. Am Soc Civil Engg.
2008:622–9.
13. Siddique RA. Utilization of waste materials and by-products in producing controlled low-strength materials. Resour Conser
Recycle 2009; 54(1):1–8.
14. Shon CS, Mukhopadhyay AK, Don Saylak Z, Dan G, Mejeoumov GG. Potential use of stockpiled circulating fluidized bed
combustion ashes in controlled low strength material (CLSM) mixture. Constr Build Mater 2010; 24(5):839–47.
15. Naganathan S, Razak HA, Hamid SNA. Properties of controlled low-strength material made using industrial waste
incineration bottom ash and quarry dust. Mater Des 2012; 33:56–63.
16. Wang HY, Chen BT, Wu YW, Chen PY. A study of the fresh properties of controlled low-strength rubber lightweight
aggregate concrete (CLSRLC). Constr Build Mater 2013; 41:526–31.
17. Jhang YJ, Effect of engineering properties on controlled low strength materials with reclaimed asphalt pavement. Master’s
dissertation. Department of construction engineering national yunlin university of science and technology, 2010.
18. Sheen YN, Sun TH, Chung WH. Compressive strength of controlled low strength materials containing stainless steel slag. J
Chin Corros Eng 2008; 22(3):217–30.
19. Razak HA, Naganathan S, Abdul-Hamid SN. Controlled low-strength material using industrial waste incineration bottom ash
and refined kaolin. Arabian J Sci Eng 2010; 35(2B):53–68.
20. Sasha A, Justin H, Richard S, Shehata MH. The utilization of recycled concrete aggregate to produce controlled low-strength
materials without using portland cement. Cem Concr Compos 2009;31(8):564–9.