Effect of Metakaolin and Ground Granulated Blast Furnace Slag on the Performance of Hybrid Fibre-Reinforced Magnesium Oxychloride Cement-Based Composites
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Ahmad, Farhan
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Rawat, S.
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Yang, Richard
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Zhang, Lihai
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Univ Melbourne, Sch Infrastructure Engn, Melbourne, Vic 3010, AustraliaWestern Sydney Univ, Ctr Adv Mfg Technol, Sch Engn Design & Built Environm, Sydney, NSW 2751, Australia
Zhang, Lihai
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Fanna, Daniel J.
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Western Sydney Univ, Adv Mat Characterisat Facil, Sydney, NSW 2751, AustraliaWestern Sydney Univ, Ctr Adv Mfg Technol, Sch Engn Design & Built Environm, Sydney, NSW 2751, Australia
Fanna, Daniel J.
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Soe, Khin
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UBIQ Technol Pty LTD, Guildford, NSW, AustraliaWestern Sydney Univ, Ctr Adv Mfg Technol, Sch Engn Design & Built Environm, Sydney, NSW 2751, Australia
Soe, Khin
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Zhang, Y. X.
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Western Sydney Univ, Ctr Adv Mfg Technol, Sch Engn Design & Built Environm, Sydney, NSW 2751, AustraliaWestern Sydney Univ, Ctr Adv Mfg Technol, Sch Engn Design & Built Environm, Sydney, NSW 2751, Australia
Zhang, Y. X.
[1
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[1] Western Sydney Univ, Ctr Adv Mfg Technol, Sch Engn Design & Built Environm, Sydney, NSW 2751, Australia
[2] Univ Melbourne, Sch Infrastructure Engn, Melbourne, Vic 3010, Australia
[3] Western Sydney Univ, Adv Mat Characterisat Facil, Sydney, NSW 2751, Australia
[4] UBIQ Technol Pty LTD, Guildford, NSW, Australia
This study investigates the effect of ground granulated blast furnace slag (GGBFS) and metakaolin (MK) on the strength and ductility of magnesium oxychloride cement (MOC) based hybrid basalt and polyethylene fibre reinforced cementitious composite (FRMOC). MOC was chosen as the matrix due to its unique properties and environment friendliness as a green cement. MK and GGBFS were selected as primary additives to reinforce the MOC matrix owing to their outstanding performance in cementitious composites, coupled with their widespread availability and sustainable characteristics. The influence of GGBFS and MK on physical and mechanical properties of FRMOC was studied in this paper through extensive physical and mechanical testing and microscopic analysis. It was found that the hardened density of FRMOC was not significantly affected by these additives, and it ranged from 1909.3 to 1976.0 kg/m3, retaining its lightweight characteristics. Compressive strength of specimens cured for one day reached approximately 69.1-84.0% of that for specimens cured for 28 days, indicating the high early strength characteristics of the material. All FRMOC specimens exhibited tensile strain hardening properties, with tensile strength and strain capacity ranging from 6.74 to 8.58 MPa and 1.14 to 2.22%, respectively. The mix containing 30% GGBFS, 0.75% basalt fibre, and 1.25% polyethylene fibre was identified as the optimum MOC mix with enhanced compressive strength (73.9 MPa), tensile strength (8.52 MPa), and strain capacity (2.22%). Microscopic analysis further revealed that the addition of GGBFS-MK blends did not alter the primary phase composition of hydration products but essentially promoted the formation of phase 5, demonstrating their effectiveness in enhancing the performance of FRMOC.
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Thapar Inst Engn & Technol, TIET Virginia Tech Ctr Excellence Emerging Mat CEE, Patiala, IndiaThapar Inst Engn & Technol, TIET Virginia Tech Ctr Excellence Emerging Mat CEE, Patiala, India
Seeni, Bright Singh
Madasamy, Murugan
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Govt Coll Engn, Dept Civil Engn, Tirunelveli, Tamil Nadu, IndiaThapar Inst Engn & Technol, TIET Virginia Tech Ctr Excellence Emerging Mat CEE, Patiala, India
Madasamy, Murugan
Maheswaran, Chellapandian
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Mepco Schlenk Engn Coll, Dept Civil Engn, Sivakasi, Tamil Nadu, IndiaThapar Inst Engn & Technol, TIET Virginia Tech Ctr Excellence Emerging Mat CEE, Patiala, India
Maheswaran, Chellapandian
Nakarajan, Arunachelam
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Mepco Schlenk Engn Coll, Dept Civil Engn, Sivakasi, Tamil Nadu, IndiaThapar Inst Engn & Technol, TIET Virginia Tech Ctr Excellence Emerging Mat CEE, Patiala, India
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Wuhan Univ Technol, State Key Lab Silicate Mat Architectures, Wuhan 430070, Peoples R ChinaWuhan Univ Technol, State Key Lab Silicate Mat Architectures, Wuhan 430070, Peoples R China
Li, Chunbao
Ma, Baoguo
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Wuhan Univ Technol, State Key Lab Silicate Mat Architectures, Wuhan 430070, Peoples R ChinaWuhan Univ Technol, State Key Lab Silicate Mat Architectures, Wuhan 430070, Peoples R China
Ma, Baoguo
Tan, Hongbo
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Wuhan Univ Technol, State Key Lab Silicate Mat Architectures, Wuhan 430070, Peoples R ChinaWuhan Univ Technol, State Key Lab Silicate Mat Architectures, Wuhan 430070, Peoples R China
Tan, Hongbo
Zhang, Ting
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Wuhan Univ Technol, State Key Lab Silicate Mat Architectures, Wuhan 430070, Peoples R China
Tongji Univ, Sch Mat Sci & Engn, Shanghai 201804, Peoples R ChinaWuhan Univ Technol, State Key Lab Silicate Mat Architectures, Wuhan 430070, Peoples R China
Zhang, Ting
Liu, Xiaohai
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Wuhan Univ Technol, State Key Lab Silicate Mat Architectures, Wuhan 430070, Peoples R ChinaWuhan Univ Technol, State Key Lab Silicate Mat Architectures, Wuhan 430070, Peoples R China
Liu, Xiaohai
Chen, Pian
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Wuhan Univ Technol, State Key Lab Silicate Mat Architectures, Wuhan 430070, Peoples R ChinaWuhan Univ Technol, State Key Lab Silicate Mat Architectures, Wuhan 430070, Peoples R China