Research Articles | Challenge Journal of Concrete Research Letters

Properties of self-compacting concrete containing granite dust particles

Joseph Abah Apeh


DOI: https://doi.org/10.20528/cjcrl.2019.02.002

Abstract


In the course of production in the Granite Industry, a lot of quarry dust wastes is generated which is either heaped at sites causing environmental and health hazards or dumped in landfills causing ecological problems. It is imperative to evolve a viable option for disposal so to rid the environment of this menace. This study investigated the use of quarry dust particles (QDP) generated from the granite industry as a cement replacement in self-compacting concrete (SCC). The experimental program was carried out in two phases: the first phase optimized the amount of QDP as replacement of Portland cement (PC) with acceptable flow-ability. The second phase evaluated the fresh and hardened properties of SCC which include tests on slump flow, J-ring and L-box to determine filling, passing abilities of SCC while compression and splitting tensile tests were conducted to determine the compressive and splitting tensile strengths, respectively. Test results show that at 20% replacement of cement with QDP, the SCC-QDP mixes has a slump ranged from 642 to 730 mm compared with 578 mm for SCC mix, a compressive strength of 37 N/mm2 compared with 30 N/mm2 for SCC. This was enhanced by QDP which filled the voids between the coarse grains of cement and water molecules which facilitated the flow ability of the mixes and then at later ages reacted with liberated calcium hydroxide from cement hydration to enhance the strength of the mixes. The results then indicated that QDP can be used to replace PC up to 20% by mass of PC in the production of SCC without adverse effect on both fresh and hardened properties. This results also show that QDP, a suitable material for partial replacement of PC in SCC production, can be used to reduce demand for cement thus reducing carbon dioxide emission and also solve other environmental problems.


Keywords


self-compacting concrete; quarry dust fine powder; fresh and mechanical properties; pozzolanic reaction; compressive strength

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References


ACI 232.1R (1994). Use of natural pozzolans in concrete. American Concrete Institute, Farmington Hills, MI, U.S.A.

Al-Khalaf MN, Yousif HA (1984). Use of rice husk ash in concrete. Inter-national Journal of Cement Composites and Lightweight Concrete, 6(4), 241–248.

Allam ME, Bakhoum ES, Garas GI (2016). Re-use of granite sludge in producing green concrete. ARPN Journal of Engineering and Applied Sciences, 9, 2731–2737.

Al-Rubaye MMK (2016). Self-compacting Concrete: Design, Properties and Simulation Flow Characteristics in the L–Box. Ph.D thesis, Car-diff University, UK.

ASTM C1621/C1621M (2006). Standard test method for passing ability of self- compacting concrete by J – Ring. ASTM International, West Conshohocken, P.A., U.S.A.

ASTM C494 (2004). Standard specification for chemical admixtures for concrete. ASTM International, West Conshohocken, P.A., U.S.A.

ASTM C496/C496M (2004). Standard test method for splitting tensile strength of cylindrical concrete specimens. ASTM International, West Conshohocken, P.A., U.S.A.

ASTM C618 (2003). Specification for coal fly ash and raw of calcined material pozzolan for use in concrete. ASTM International, West Conshohocken, P.A., U.S.A.

ASTM C642 (2013). Standard test method for density, absorption, and voids in hardened concrete. ASTM International, West Conshohock-en, P.A., U.S.A.

Baboo R, Khan NH, Abuwshek RS, Tabui RS, Duggal SK (2011). Influence of marble powder/granules in concrete mix. International Journal of Civil Engineering and Technology, 4, 827–834.

Bartos PJM (2005). Testing – SCC: Towards new European standards for fresh SCC. First international symposium on design performance and use of self - consolidating concrete, Changsha, Hunan, China.

Belaidi AE, Azzouz L, Kadiri I, Renai S (2012). Effect of natural pozzola-na and marble powder on the properties of self-compacting concrete. Construction and Building Materials, 31, 251–257.

BS EN 12350-2 (2009). Testing fresh concrete, slump test. British Stand-ards Institution, London, England.

BS EN 12390-3 (2009). Testing hardened concrete; compressive strength of test specimens. British Standards Institution, London, England.

BS EN 196-6 (1997). Method of testing cement, determination of fine-ness. British Standards Institution, London, England.

EFNARC (2005). Specifications and Guidelines for self-compacting concrete. European Association for Producers and Applicators of Specialist Building Products, UK.

EFNARC (2005). The European Guidelines for self-compacting concrete: Specification, production and use. European Association for Produc-ers and Applicators of Specialist Building Products, UK.

Gowda MR, Naragimhan MC, Kaniddappa RGV (2000). Study of proper-ties of SCC with Quarry dust. Indian Concrete Journal, 83(8), 54-60.

Hafez E, Elyamany AM, Abdelmoaty, Basma M (2014). Effect of filler types on physical, mechanical and microstructure of self-compacting concrete and flow able concrete. Alexandria Engineering Journal, 53, 295– 307.

Ho DWS, Sheinn AMM, Ng CC, Tam CT (2002). The use of quarry dust for SCC Applications. Cement and Concrete Research, 32, 505–511.

Kumar NVS, Rao PB, Sai MLNK (2013). Experimental study on partial replacement of cement with quarry dust. International Journal of Advanced Engineering Research Studies, 3, 136–137.

Manju P et al. (2014). Feasibility and Need for Use of Waste Marble Powder in Concrete Production. 2349-943435, 1-6.

Manju R, Premalatha J (2016). Binary, ternary and quaternary effect of pozzolanic binders and filler materials on the properties of self-compacting concrete. International Journal of Advanced Engineer-ing Technology, 5(2), 674–683.

Maragu JM, Thiong’O JK, Wachira JM (2018). Chloride ingress in chemi-cally activated calcined clay based cement. Journal of Chemistry, 2018, 1595230, 1–8.

Massazza F (1993). Pozzolanic cements. Cement and Concrete Compo-sites, 75(4), 185–214.

Ouchi M, Nakamura S, Osterson T, Hellberg S, lwin M (2003). Applica-tions of self-compacting concrete in Japan. ISHPC, Europe and the United States, 1–20.

Poo CE, Ho DWA (2004). Feasibility study on the utilization of r-FA in SCC. Cement and Concrete Research, 34(12), 2337–2339.

Poppe AM, Schutter GD (2005). Cement hydration in the presence of high filler contents. Cement and Concrete Research, 35(12), 2290–2299.

Rizwan SA, Bier TA (2012). Blends of Limestone powder and fly ash enhance the response of self-compacting mortars. Construction and Building Materials, 27, 398–403.

Sahmaran M, Christianto HA, Yaman IO (2006). The effect of chemical admixtures and mineral additives on the properties of self-compacting mortars. Cement and Concrete Composites, 28(5), 432–440.

Sumer P (2016). Use of granite waste as powder in SCC. International Research Journal of Engineering and Technology (IJRJET), 3(6), 1129–1135.

Uysal M, Sumer M (2011). Performance of self-compacting concrete containing different mineral admixtures. Construction and Building Materials, 25, 4112–4120

Uysal M, Yilmaz K (2011). Effect of mineral admixtures on properties of self-compacting concrete. Cement and Concrete Composites, 33, 771–776.

Vijayalakshimi M, Sekar AS, Prabhu GG (2013). Strength and durability properties of concrete made with granite Industry waste. Construc-tion and Building Materials, 46, 1–4.

Wenzhong Z, Gibbs JC (2005). Use of different limestone and Chalk powders in Self- Compacting concrete. Concrete Research, 35, 457–462.

Ye G, Liu X, De Scutter GD (2007). Influence of limestone powder used as filler in SCC on hydration and microstructure of cement pastes. Ce-ment and Concrete Composites, 29(2), 94–102.


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