Abstract
The present study investigated the effect of partial Portland cement replacement by mineral admixtures including silica fume, fly ash and purified phosphogypsum at different proportions on the mechanical properties of mortar such as compressive strength and flexural strength, and on the initial setting time using the mixture design approach. This research aims to save environment from pollution with recycling solids wastes materials especially fly ash and phosphogypsum in cement building as well as to improve more the mechanical strength of ordinary Portland cement and to accelerate the initial setting time for specific applications. Based on response surface methodology, a compromise between setting time, compressive strength and flexural strength was successfully found and the optimum proportions of different constituents are as follows: 85.3% of cement, 3% of purified phosphogypsum, 6.7% of silica fume and 5% of fly ash. These conditions allow the development of cement with initial setting time of 111.2 min, compressive strength of 49.54 MPa and flexural strength of 18.85 MPa which are more important than that of the ordinary Portland cement. Interestingly, the development of compressive strength at curing ages with incorporation of pozzolans indicated that inclusion of combined pozzolans increases the 28 days strength significantly compared to cement reference. This behavior was observed through the scanning electron microscopy.
Similar content being viewed by others
References
Toutanji H, Delatte N, Aggoun S, Duval R, Danson A (2004) Effect of supplementary cementitious materials on the compressive strength and durability of short-term cured concrete. Cem ConcrRes 34(2):311–319
Gesoglu M, Guneyisi E, Ozbay E (2009) Properties of self-compacting concretes made with binary, ternary, and quaternary cementitious blends of fly ash, blast furnace slag, and silica fume. Constr Build Mater 23(5):1847–1854
Abolhasani A, Nazarpour H, Dehestani M (2021) Effects of silicate impurities on fracture behavior and microstructure of calcium aluminate cement concrete. Eng Fract Mech 242:107446
Park J, Tae S, Kim T (2012) Life cycle CO2 assessment of concrete by compressive strength on construction site in Korea. Renew Sust Energ Rev 16(5):2940–2946
Paris JM, Roessler JG, Ferraro CC, DeFord HD, Townsend TG (2016) A review of waste products utilized as supplements to Portland cement in concrete. J Clean Prod 121:1–18
Adil G, Kevern JT, Mann D (2020) Influence of silica fume on mechanical and durability of pervious concrete. Constr Build Mater 247:118453
Jagan S, Neelakan TR (2021) Effect of silica fume on the hardened and durability properties of concrete. Int J Appl Sci Eng 12(1):44–49
Golewski GL (2021) The beneficial effect of the addition of fly ash on reduction of the size of microcracks in the ITZ of concrete composites under dynamic loading. Energies 14(3):668
Huseien GH, Sam ARM, Algaifi HA, Alyousef R (2021) Development of a sustainable concrete incorporated with effective microorganism and fly ash: characteristics and modeling studies. Constr Build Mater 285:122899
Girao AV, Richardson IG, Taylor R, Brydson RDM (2010) RMD Composition, morphology and nanostructure of C-S–H in 70 % white Portland cement-30% fly ash blends hydrated at 55 °C. Cem Concr Res 40(9):1350–1359
Abolhasani A, Aslani F, Samali B, Ghaffar SH, Fallahnejad H, Banihashemi S (2021) Silicate impurities incorporation in calcium aluminate cement concrete: mechanical and microstructural assessment. Adv Appl Ceram 120(2):104–116
Abolhasani A, Nazarpour H, Dehestani M (2020) The fracture behavior and microstructure of calcium aluminate cement concrete with various water-cement ratios. Theor Appl Fract Mech 109:102690
Singh NB, Kalra M, Kumar M, Rai S (2015) Hydration of ternary cementitious system: Portland cement, fly ash and silica fume. J Therm Anal Calorim 119:381–389
Mohamed HA (2011) Effect of fly ash and silica fume on compressive strength of self-compacting concrete under different curing conditions. Ain Shams Eng J 2(2):79–86
Singh M (2002) Treating waste phosphogypsum for cement and plaster manufacture. Cem Concr Res 32(7):1033–1038
Singh M, Garg M, Rehsi SS (1992) Purifying phosphogypsum for cement manufacture. Constr Build Mater 7(1):3–7
Liu L, Zhang Y, Tan K (2015) Cementitious binder of phosphogypsum and other materials. Adv Cem Res 27(10):567–570
EN B 2005 196-1 (2005) Methods of testing cement. Determination of strength.
EN T 2000 196-3 (2000) Methods of testing cement—part 3: determination of setting times and soundness.
Montgomery DC (1996) Design and analysis of experiments. John Wiley & Sons, Mishawaka, IN, USA
Mathieu D, Phan Tan Luu R (1999) Nemrod-W software. Aix-Marseille III University, Aix-en-Provence, France
Shen W, Gan G, Dong R, Chen H, Tan Y, Zhou M (2012) Utilization of solidified phosphogypsum as Portland cement retarder. J Mater Cycles Waste Manag 14:228–233
Altun A, Sert Y (2004) Utilization of weathered phosphogypsum as set retarder in Portland cement. Cem Concr Res 34(4):677–680
Fajun W, Grutzeck MW, Roy DM (1985) The retarding effects of fly ash upon the hydration of cement pastes: the first 24 hours. Cem Concr Res 15(1):174–184
Ogawa G, Uchikawa H, Takemoto K, Yasui I (1980) The mechanism of the hydration in the system C3S-pozzolana. Cem Concr Res 10(5):683–696
Yuan HJ, Scheetz BE, Roy DM (1984) Hydration of fly ash-portland cements. Cem Concr Res 14(4):505–512
Jeong Y, Kang SH, Kim MO, Moon J (2020) Acceleration of cement hydration by hydrophobic effect 1 from supplementary cementitious materials: performance comparison between silica fume and hydrophobic silica. Cem Concr Compos 112:103688
Sounthararajan VM, Srinivasan K, Sivakumar A (2013) Micro filler effects of silica-fume on the setting and hardened properties of concrete. Res J Appl Sci Eng Tech 6(14):2649–2654
Brooks JJ, Megat Johari MA, Mazloom M (2000) Effect of admixtures on the setting times of high strength concrete. Cem Concr Compos 22(4):293–301
Sellevold EJ, Nilsen T (1987) Condensed silica fume in concrete: a world review. In: Malhotra VM (ed) Supplementary cementing materials for concrete. CANMET, Ottawa, Canada, pp 165–243
Mostafa NY, Brown PW (2005) Heat of hydration of high reactive pozzolans in blended cements: Isothermal conduction calorimetry. Thermochim Acta 435(2):162–167
Barbhuiya SA, Russell MI, Basheer PAM (2009) Properties of fly ash concrete modified with hydrated lime and silica fume. Constr Build Mater 23(10):3233–3239
Ambalavanan R, Roja A (1996) A Feasibility study on utilization of waste lime and gypsum with fly ash’. Indian Concr J 70(11):611–616
Malhotra VM, Zhang MH, Read PH, Ryell J (2000) Long-term mechanical properties and durability characteristics of high-strength/high-performance concrete incorporating supplementary cementing materials under outdoor exposure conditions. ACI J Mater 97(5):518–525
Blenszynski R, Hooton RD, Thomas MDA, Rogers CA (2002) Durability of ternary blend concrete with silica fume and blast-furnace slag: laboratory and outdoor exposure site studies. ACI J Mater 99(5):499–508
Lothenbach B, Scrivener K, Hooton RD (2011) Supplementary cementitious materials. Cem Concr Res 41(12):1244–1256
Jeong Y, Park H, Jun Y, Jeong J-H, Oh JE (2015) Microstructural verification of the strength performance of ternary blended cement systems with high volumes of fly ash and GGBFS. Constr Build Mater 95:96–107
Fernández Á, GarcíaCalvo JL, Alonso MC (2018) Ordinary Portland cement composition for the optimization of the synergies of supplementary cementitious materials of ternary binders in hydration processes. Cem Concr Compos 89:238–250
Gafoori N, Diawara H (2007) Strength and wear resistance of sand—replaced silica fume concrete. ACI J Mater 104(2):206–214
Yogendran Y, Langan BW, Haque MN, Ward MA (1987) Silica fume in high strength concrete. ACI J Mater 84(2):124–129
Khayat KH, Vachon M, Lanctot MC (1997) Use of blended silica fume cement in commercial concrete mixtures. ACI J Mater 94(3):183–192
Srivastava V, Kumar R, Agarwal VC, Mehta PK (2014) Effect of silica fume on workability and compressive strength of OPC concrete. J Environ Nanotechnol 3(3):32–35
Popovics S (1993) Portland Cement–fly ash–silica fume systems in concrete. Adv Cem Based Mater 1:83–91
ELKhadiri I, Diouri A, Boukhari A, Aride J, Puertas F (2002) Mechanical behaviour of various mortars made by combined fly ash and limestone in moroccan Portland cement. Cem Concr Res 32(10):1597–1603
Khan MI, Lynsdale CJ (2002) Strength, permeability and carbonation of high performance concrete. Cem Concr Res 32(1):123–131
Thanongsak N, Watcharapong W, Arnon C (2010) Utilization of fly ash with silica fuma and properties of Portland cement fly ash–silica fume concrete. Fuel 89(3):768–774
Singh M, Garg M (1992) Phosphogypsum–fly ash cementitious binder—its hydration and strength development central. Cem Concr Res 25(4):752–785
Burgos-Montes O, Alonso MM, Puertas F (2013) Viscosity and water demand of limestone- and fly ash-blended cement pastes in the presence of superplasticisers. Constr Build Mater 48:417–423
Sathawane SH, Vairagade VS, Kene KS (2013) Combine effect of rice husk ash and fly ash on concrete by 30% cement replacement. Procedia Eng 51:35–44
Sargent P (2015) Handbook of Alkali-Activated Cements, Mortars and Concretes. The development of alkali-activated mixtures for soil stabilisation. Woodhead Publishing, Sawston, Cambridge, pp 555–604
Yun H, Zongshou L (2011) A binder of phosphogypsum-ground granulated blast furnace slag-ordinary Portland cement. J Wuhan Univ Technol Mater Sci Ed 26(3):548–551
Author information
Authors and Affiliations
Corresponding author
Ethics declarations
Conflict of interest
Halim Hammi is managing editor of chemistry Africa
Rights and permissions
About this article
Cite this article
Mkadmini Hammi, K., Hammi, H. & Hamzaoui, A.H. Use of Mixture Design Approach for the Optimization and Performance of Cost-Effective Cementitious Quaternary System: Portland Cement–Fly Ash–Silica Fume–Phosphogypsum. Chemistry Africa 4, 835–848 (2021). https://doi.org/10.1007/s42250-021-00262-8
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s42250-021-00262-8