Abstract
The aim of this study is to manufacture quaternary polymer concretes (PCs) and optimize the weight percentages of the epoxy resin, ultrafine fly ash, silica sand and basalt aggregates. For this, we first manufactured binary PCs of epoxy/basalt, epoxy/silica sand and epoxy/fly ash and then studied the mechanical properties such as compressive, flexural and splitting tensile strength. The mixture design method was used as an approach for design of experiment to reduce the number of tests and optimize the mechanical strength of the PC. The best weight percentages of the PC components were 25 (epoxy), 5 (fly ash), 52.5 (silica sand) and 17.5 (basalt). The compressive, flexural and splitting tensile strength of the quaternary PC were equal to 94.1, 39.0 and 11.8, which were 3.76, 11.1 and 6.5 times higher than those of ordinary Portland cement, respectively. Finally, a scanning electron microscopy test was implemented to study the microstructure of the PC.
Similar content being viewed by others
References
Aleem M I A and Arumairaj P D 2012 Int. J. Eng. Sci. Emerg. Technol. 1 118
Bedi R, Chandra R and Singh S P 2013 J. Compos. 2013 1
Reis J M and Ferreira A J 2004 Constr. Build. Mater. 18 523
Elalaoui O, Ghorbel E, Mignot V and Ben Ouezdou M 2012 Constr. Build. Mater. 27 415
Shokrieh M M, Kefayati A R and Chitsazzadeh M 2012 Mater. Des. 40 443
Harja M and Arbut M B 2008 Bulletin Polytechnic Institute of Jassy–Constr. Archit Section 1
Ghorbanzadeh Ahangari M and Fereidoon A 2015 Mater. Chem. Phys. 151 112
Reis J M L, Moreira D C, Nunes L C S and Sphaier L A 2011 Mater. Sci. Eng. A 528 6085
Ferreira A J M, Marques A T, Ribeiro M C S and Nóvoa P R 2004 Cem. Concr. Compos. 26 803
Haddad H and Al Kobaisi M 2012 Compos. Part B Eng. 43 3061
Rebeiz K S 1995 Cem. Concr. Compos. 17 119
Mani P, Gupta A K and Krishnamoorthy S 1987 Int. J. Adhes. Adhes. 7 157
Yu R, Spiesz P and Brouwers H J H 2014 Constr. Build. Mater. 65 140
Agavriloaie L, Oprea S, Barbuta M and Luca F 2012 Constr. Build. Mater. 37 190
Wahab A, Kumar B D, Bhaskar M and Kumar S V 2013 Int. J. Sci. Eng. Res. 4 5
Al-Baijat H M 2008 Jordan J. Civil Eng. 2 63
Barbuta M, Harja M and Baran I 2010 J. Mater. Civ. Eng. 22 696
Rivera F, Martínez P, Castro J and López M 2015 Cem. Concr. Compos. 63 104
Gorninski J P, Dal Molin D C and Kazmierczak C S 2004 Cem. Concr. Res. 34 2091
Lokuge W and Aravinthan T 2013 Mater. Des. 51 175
Prasad Yadav T, Manohar Yadav R and Pratap Singh D 2012 Nanosci. Nanotechnol. 2 22
Tudjono S, Purwanto and Apsari K T 2014 Procedia Eng. 95 426
ASTM S.T. Method 2014 C 39/C 39M ASTM Int. 1 4
ASTM S.T. Method 2011 C 580 ASTM Int. 2 1
Ary Subagia I D G and Kim Y 2013 J. Mech. Sci. Technol. 27 987
Gerges N N, Issa C A and Fawaz S 2015 Case Stud. Constr. Mater. 3 83
Ibrahim M H W, Hamzah A F, Jamaluddin N, Ramadhansyah P J and Fadzil A M 2015 Procedia—Soc. Behav. Sci. 195 2280
ASTM S.T. Method 1996 C 496/C 496M ASTM Int. 4 1
Hassani Niaki M, Fereidoon A and Ghorbanzadeh Ahangari M 2017 Struct. Concrete 2017 1
Arnold S F 2012 Design of Experiments with MINITAB Am. Stat. 60 205
Jamshidi M and Pourkhorshidi A R 2010 Asian J. Civil Eng. 11 421
Author information
Authors and Affiliations
Corresponding author
Rights and permissions
About this article
Cite this article
Niaki, M.H., Fereidoon, A. & Ahangari, M.G. Effect of basalt, silica sand and fly ash on the mechanical properties of quaternary polymer concretes. Bull Mater Sci 41, 69 (2018). https://doi.org/10.1007/s12034-018-1582-6
Received:
Accepted:
Published:
DOI: https://doi.org/10.1007/s12034-018-1582-6