DURABILITY PROPERTIES OF TERNARY BLENDED FLOWABLE HIGH PERFORMANCE CONCRETE CONTAINING GROUND GRANULATED BLAST FURNACE SLAG AND PULVERIZED FUEL ASH

Authors

DOI:

https://doi.org/10.11113/jt.v81.13205

Keywords:

Ternary blended concrete, GGBS, PFA, high performance concrete, durability properties

Abstract

The use of ordinary Portland cement as the primary binder in concrete production resulted in the high carbon footprint of the concrete material which cause a great deal of environmental impacts over the years. The consumption of OPC is especially significant for high strength concrete, which require a very high cement content (more than 450 kg/m3). Hence, supplementary cementitious materials such as ground granulated blast furnace slag (GGBS) and pulverized fuel ash (PFA) were chosen as partial replacement materials of OPC for concrete production in the research due to their ease of availability from the steelmaking manufacturing sectors and coal-fired electricity power stations in the country. As the sustainability of concrete is also our main concern, the durability performance of flowable high performance concrete containing high volume of GGBS and PFA (50-80% replacement of OPC) has been studied in this research. Therefore, the durability properties of flowable high performance concrete had been assessed in term of air permeability, porosity, water absorption and capillary action. From the results of assessment, all ternary blended concrete mixes exhibited better durability performances than control OPC concrete at later ages due to formation of denser microstructure by pozzolanic reaction of GGBS and PFA. It is concluded that the mix proportion of flowable high performance concrete production with 60% replacement of OPC by GGBS and PFA has the optimum durability performances than OPC concrete.

Author Biographies

  • Cheah Chee Ban, School of Housing, Building & Planning, Universiti Sains Malaysia, 11800, Gelugor, Penang, Malaysia

    SCHOOL OF HOUSING BUILDING & PLANNING,

    UNIVERSITI SAINS MALAYSIA,

    11800, PENANG

    MALAYSIA

  • Chow Wee Kang, School of Housing, Building & Planning, Universiti Sains Malaysia, 11800, Gelugor, Penang, Malaysia

    SCHOOL OF HOUSING BUILDING & PLANNING

    UNIVERSITI SAINS MALAYSIA

    11800 PENANG

    MALAYSIA

References

Bakhtyar, B., Kacemi, T. and Nawaz, A. 2017. A Review on Carbon Emissions in Malaysian Cement Industry. International Journal of Energy Economics and Policy. 7(3): 282-286.

Andrew, R. M. 2018. Global CO 2 Emissions from Cement Production. Earth System Science Data. 10: 195-217. doi: https://doi.org/10.5194/essd-10-195-2018.

Benhelal, E. et al. 2013. Global Strategies and Potentials to Curb CO2 Emissions in Cement Industry. Journal of Cleaner Production. Elsevier Ltd. 51: 142-161. doi: 10.1016/j.jclepro.2012.10.049.

Part, W. K., Ramli, M. and Cheah, C. B. 2016. An Overview on the Influence of Various Factors on the Properties of Geopolymer Concrete Derived From Industrial Byproducts. Elsevier Ltd. 77: 263-334. doi: 10.1016/B978-0-12-804524-4.00011-7.

Cheah, C. B. et al. 2016. The Engineering Properties and Microstructure Development of Cement Mortar Containing High Volume of Inter-grinded GGBS and PFA Cured at Ambient Temperature. Construction and Building Materials. Elsevier Ltd. 122: 683-693. doi: 10.1016/j.conbuildmat.2016.06.105.

Cheah, C. B. et al. 2019. The Engineering Performance of concrete Containing High Volume of Ground Granulated Blast Furnace Slag and Pulverized Fly Ash with Polycarboxylate-based Superplasticizer. Construction and Building Materials. Elsevier Ltd. 202: 909-921. doi: 10.1016/j.conbuildmat.2019.01.075.

Özbay, E., Erdemir, M. and Durmuş, H. I. 2016. Utilization and Efficiency of Ground Granulated Blast Furnace Slag on Concrete Properties - A Review. Construction and Building Materials. 105: 423-434. doi: 10.1016/j.conbuildmat.2015.12.153.

Singh, J., Singh, H. and Singh, R. 2015. Portland Slag Cement using Ground Granulated Blast Furnace Slag (GGBFS) - A Review. 5(11): 47-53.

Hossain, M. M. et al. 2016. Durability of Mortar and Concrete Made Up of Pozzolans as a Partial Replacement of Cement : A Review. Construction and Building Materials. Elsevier Ltd. 116: 128-140. doi: 10.1016/j.conbuildmat.2016.04.147.

Liu, J. et al. 2017. Chloride Transport and Microstructure of Concrete with/without Fly Ash Under Atmospheric Chloride Condition. Construction and Building Materials. Elsevier Ltd, 146: 493-501. doi: 10.1016/j.conbuildmat.2017.04.018.

Singh, L. P. et al. 2019. Durability Studies of Nano-engineered Fly Ash Concrete. Construction and Building Materials. Elsevier Ltd. 194: 205-215. doi: 10.1016/j.conbuildmat.2018.11.022.

Saha, S. and Rajasekaran, C. 2017. Enhancement of the Properties of Fly Ash Based Geopolymer Paste by Incorporating Ground Granulated Blast Furnace Slag. Construction and Building Materials. Elsevier Ltd. 146: 615-620. doi: 10.1016/j.conbuildmat.2017.04.139.

Vaishak, K. and Abraham, S. 2018. Study on Strength and Durability Properties of GGBS-Fly Ash based Concrete. IOSR Journal of Engineering. 08(6): 69-76.

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

BS EN 12350-4. 2009. Testing Fresh Concrete. Degree of Compactability. London: Bristish Standard.

ASTM C143/C143M-15a. 2015. Standard Test Method for Slump of Hydraulic-Cement Concrete. West Conshohocken, PA: ASTM International.

ASTM C192/C 192M-16a. 2016. Standard Practice for Making and Curing Test Specimens in the Laboratory. West Conshohocken, PA: ASTM International.

BS 1881-122. 2011. Testing Concrete. Method for Determination of Water Absorption. London: British Standards.

Cabrera, J. G. and Lynsdale, C. J. 1988. A New Gas Permeameter for Measuring the Permeability of Mortar and Concrete. Magazine of Concrete Research. 40(144): 177-182.

ACI committe 211. 2008. Guide for Selecting Proportions for High Strength Concrete with Portland Cement and Other Cementitous Materials. ACI Structural Journal. Materials journal. 272-283.

Richardson, D. N. 2006. Organizational Results Research Report - Strength and Durability of a 70% Ground Granulated Blast Furnace Slag Concrete Mix, s.l.: s.n.

Benachour, Y., Davy, C. A., Skoczylas, F., Houar, H. 2008. Effect of a High Calcite Filler Addition Upon Microstructural, Mechanical, Shrinkage and Transport Properties of a Mortar. Cement and Concrete Research. 38(6): 727-736.

Downloads

Published

2019-06-25

Issue

Section

Science and Engineering

How to Cite

DURABILITY PROPERTIES OF TERNARY BLENDED FLOWABLE HIGH PERFORMANCE CONCRETE CONTAINING GROUND GRANULATED BLAST FURNACE SLAG AND PULVERIZED FUEL ASH. (2019). Jurnal Teknologi, 81(4). https://doi.org/10.11113/jt.v81.13205