Strength and Durability Performance of Fly Ash-Based Process-Modified Geopolymer Concrete

被引:39
作者
Adak, Dibyendu [1 ]
Mandal, Saroj [2 ]
机构
[1] Natl Inst Technol Meghalaya, Dept Civil Engn, Shillong 793003, Meghalaya, India
[2] Jadavpur Univ, Dept Civil Engn, Kolkata 700032, India
关键词
Geopolymer concrete; Activator solution; Preheating; Structural performance; Durability; Microstructure; LOW-CALCIUM FLY; NANO-SILICA; MECHANICAL-PROPERTIES; SODIUM; SLAG; BEHAVIOR; CEMENT; FUME;
D O I
10.1061/(ASCE)MT.1943-5533.0002793
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Most recent research has focused on the mechanical strength and durability of geopolymer concrete with heat activation (at different temperatures) and has indicated a limitation for its application in precast industries only. This limitation can be overcome by changing when the ingredients for geopolymer concrete are mixed so that curing can be made at ambient temperature. With this process modification (heat activation of fly ash and alkaline fluid), the modified geopolymer concrete shows a significant enhancement in mechanical strength (compressive, split tensile, flexural, and bond strength) and durability (water absorption, acid attack resistance, and rapid chloride permeability test) compared with conventional geopolymer concrete (heat activation after casting) and the control concrete. The microstructural properties analyzed through a field emission scanning electron microscope (FESEM) with energy dispersive X-ray spectroscopy (EDS) and X-ray diffraction (XRD) techniques show a better interaction of fly ash and activator solution at early ages for such process-modified geopolymer concrete. This accelerates the formation of a crystalline phase from the amorphous phase of fly ash.
引用
收藏
页数:8
相关论文
共 42 条
[31]  
Rangan B. V., 2008, INDEIAN CONCRETE J, V82, P7, DOI [https://doi.org/10.1007/978-81-322-2187-6_123, DOI 10.1007/978-81-322-2187-6_123]
[32]  
Rattanasak U, 2011, INT J MIN MET MATER, V18, P364, DOI [10.1007/S12613-011-0448-3, 10.1007/s12613-011-0448-3]
[33]   Influence of NaOH solution on the synthesis of fly ash geopolymer [J].
Rattanasak, Ubolluk ;
Chindaprasirt, Prinya .
MINERALS ENGINEERING, 2009, 22 (12) :1073-1078
[34]  
Sarker P. K., 2007, P RECENT DEV STRUCTU, P1315
[35]   Microstructure of sodium polysialate siloxo geopolymer [J].
Schmücker, M ;
MacKenzie, KJD .
CERAMICS INTERNATIONAL, 2005, 31 (03) :433-437
[36]  
Sofi M, 2007, J MATER SCI, V42, P3107, DOI [10.1007/s10853-006-0534-5, 10.1007/S10853-006-0534-5]
[37]   NaOH-activated ground fly ash geopolymer cured at ambient temperature [J].
Somna, Kiatsuda ;
Jaturapitakkul, Chai ;
Kajitvichyanukul, Puangrat ;
Chindaprasirt, Prinya .
FUEL, 2011, 90 (06) :2118-2124
[38]   Incorporation of nano-materials in cement composite and geopolymer based paste and mortar - A review [J].
Sumesh, Mathialagan ;
Alengaram, U. Johnson ;
Jumaat, Mohd Zamin ;
Mo, Kim Hung ;
Alnahhal, Mohammed Fouad .
CONSTRUCTION AND BUILDING MATERIALS, 2017, 148 :62-84
[39]   Effect of mechanical activation of fly ash on the properties of geopolymer cured at ambient temperature [J].
Temuujin, J. ;
Williams, R. P. ;
van Riessen, A. .
JOURNAL OF MATERIALS PROCESSING TECHNOLOGY, 2009, 209 (12-13) :5276-5280
[40]   Behavior of low-calcium fly and bottom ash-based geopolymer concrete cured at ambient temperature [J].
Xie, Tianyu ;
Ozbakkaloglu, Togay .
CERAMICS INTERNATIONAL, 2015, 41 (04) :5945-5958