The properties of slag-silica fume ternary blended mortar with quarry dust

Authors

  • Chow Wee Kang School of Housing, Building & Planning, Universiti Sains Malaysia, 11800 Gelugor, Penang, Malaysia, Phone: +60177824893.
  • Cheah Chee Ban School of Housing, Building & Planning, Universiti Sains Malaysia, 11800 Gelugor, Penang, Malaysia, Phone: +60177824893.
  • Oo Chuan Wei School of Chemical Sciences, Universiti Sains Malaysia, 11800 Gelugor, Penang, Malaysia.
  • Part Wei Ken Macro Dimension Concrete Sdn. Bhd. Bandar Amanjaya, Sungai Petani, Kedah 08000 Malaysia.
  • Leow Khang Heng Macro Dimension Concrete Sdn. Bhd. Bandar Amanjaya, Sungai Petani, Kedah 08000 Malaysia.

DOI:

https://doi.org/10.15282/jmes.14.1.2020.19.0504

Keywords:

High strength mortar, ternary blended, GGBS, densified silica fume, quarry dust

Abstract

High carbon emissions of manufactured Portland cement in the concrete industry have incurred several interests in reducing the use of Portland cement by partially replacing it with supplementary cementitious materials. Most of which, are by-products from other manufacturing industries. Hence, the main purpose of this study is to investigate the effects of different combinations of ternary blended mortars incorporating supplementary cementitious materials such as Ground Granulated Blast Furnace Slag (GGBS) and Densified Silica Fume (DSF). In this study, mortars were prepared with 100% quarry dust and GGBS was replaced with DSF at 2% step increments up to 16% at a w/b ratio of 0.24. At the same time OPC content was fixed at 50%. The compressive and flexural strength, drying shrinkage, and porosity of mortars were all tested. The results indicated that the increasing DSF content increases; GGBS reduces the superplasticizer dosage for the desired workability of the mortar. The utilization GGBS and DSF has improved the performances ternary blended mortar incorporating quarry dust as a fine aggregate in terms of mechanical strength, drying shrinkage and total porosity tested. The high strength ternary blended mortar incorporating GGBS and DSF exhibited optimum mechanical and durability performance at the OPC:GGBS:DSF ratio of 50:38:12.

References

Amudhavalli NK, Mathew J. Effect of silica fume on strength and Durability parameters of concrete. International Journal of Engineering Sciences & Emerging Technologies. 2012;3(1):28–35.

Jianyong L, Yan Y. A study on creep and drying shrinkage of high performance concrete. Cement and Concrete Research. 2001;31(8):1203–1206.

Liu J and Wang D. Influence of steel slag-silica fume composite mineral admixture on the properties of concrete. Powder Technology. 2017;320:230–238.

Heikal M, El-Didamony H, Moustafa MA. Hydration and properties of blended cement systems incorporating industrial wastes. Ceramics - Silikaty. 2013;57(2):108–119.

Inan Sezer G. Compressive strength and sulfate resistance of limestone and/or silica fume mortars. Construction and Building Materials. 2012;26(1):613–618.

Flower DJM, Sanjayan JG. Greenhouse gas emissions due to concrete manufacture. Handbook of low carbon concrete. Elsevier Inc., 2016: 1-16.

Oner A, Akyuz S. An experimental study on optimum usage of GGBS for the compressive strength of concrete. Cement and Concrete Composites. 2007;29(6):505–514.

Khatib JM, Hibbert JJ. Selected engineering properties of concrete incorporating slag and metakaolin. Construction and Building Materials. 2005;19(6):460–472.

López MM, Pineda Y. and Gutiérrez O. Evaluation of durability and mechanical properties of the cement mortar added with slag blast furnace. Procedia Material Science. 2015;9:367–376.

El-Chabib H, Syed A. Properties of self-consolidating concrete made with high volumes of supplementary cementitious materials. Journal of Materials in Civil Engineering © ASCE. 2013;25(11):1579–1586.

Singh A, Patel RD, Raza K. A comparative study on compressive and flexural strength of concrete containing different admixtures as partial replacement of cement. Journal of Engineering Research and Applications.2014;4(9):118-123.

Rao GA. Investigations on the performance of silica fume-incorporated cement pastes and mortars. Cement and Concrete Research. 2003;33(11):1765–1770.

Alshamsi AM, Sabouni AR, and Bushlaibi AH. Influence of set-retarding superplasticizers and microsilica on setting times of pastes at various temperatures. Cement and Concrete Research. 1993;23(3):592–598.

Hooton RD. Influence of silica fume replacement of cement on physical properties and resistance to sulfate attack, freezing and thawing, and alkali-silica reactivity. ACI Materials Journal. 1993;90(2):143-151.

Thakur IC, Kisku N, Singh JP, and Kumar S. Properties of concrete incorporated with GGBS. International Journal of Reserch in Engineering and Technology. 2016;5(8):275–281.

Ramezanianpour AA, Atarodi S. Durability of concretes containing ground granulated blast furnace GGBS against sulfate attack. In: 3rd International Conference on Sustainable Construction Materials an Technologies, Kyoto Research Park, Kyoto, Japan; 18-23 August, 2013.

Khatri RP,Sirivivatnanon V, Gross W. Effect of different supplementary cementitious materials on mechanical properties of high performance concrete. Cement and Concrete Research. 1995; 25(1):209–220.

American Society for Testing Materials, ASTM C109/C109M-16a, Standard Test Method for Compressive Strength of Hydraulic Cement Mortars. West Conshohocken, PA, 2016.

American Society for Testing Materials, ASTM C305-14, Standard Practice for Mechanical Mixing of Hydraulic Cement Pastes and Mortars of Plastic Consistency. West Conshohocken, PA: ASTM International, 2014.

American Society for Testing Materials, ASTM C230/C230M-14, Standard Specification for Flow Table for Use in Tests of Hydraulic Cement. West Conshohocken, PA: ASTM International, 2014.

American Society for Testing Materials, ASTM C192/C192M-18, Standard Practice for Making and Curing Concrete Test Specimens in the Laboratory. West Conshohocken, PA: ASTM International, 2018.

American Society for Testing Materials, ASTM C348-18, Standard Test Method for Flexural Strength of Hydraulic-Cement Mortars. West Conshohocken, PA: ASTM International, 2018.

American Society of Testing Materials, ASTM C349-18, Standard Test Method for Compressive Strength of Hydraulic-Cement Mortars (Using Portions of Prisms Broken in Flexure). West Conshohocken, PA: ASTM International, 2018.

American Society for Testing Materials, ASTM C596-18, Standard Test Method for Drying Shrinkage of Mortar Containing Hydraulic Cement. West Conshohocken, PA: ASTM International, 2018.

Siddique R, Khan M. Silica fume. Supplementary cementing materials. Springer, 2011, p 67-119.

Zhang W, Hama Y, Na SH. Drying shrinkage and microstructure characteristics of mortar incorporating ground granulated blast furnace slag and shrinkage reducing admixture. Construction and Building Materials. 2015;93:267–277.

Kadri EH, Duval R. Hydration heat kinetics of concrete with silica fume. Construction and Building Materials. 2009;23(11):3388-3392.

Yu R, Spiesz P, Brouwers HJH. Effect of nano-silica on the hydration and microstructure development of ultra-high performance concrete (UHPC) with a low binder amount. Construction and Building Materials. 2014;65:140-150.

Downloads

Published

2020-03-23

How to Cite

[1]
C. Wee Kang, C. Chee Ban, O. Chuan Wei, P. W. Ken, and L. K. Heng, “The properties of slag-silica fume ternary blended mortar with quarry dust”, J. Mech. Eng. Sci., vol. 14, no. 1, pp. 6443–6451, Mar. 2020.

Similar Articles

<< < 2 3 4 5 6 7 8 9 10 11 > >> 

You may also start an advanced similarity search for this article.