Studies on rheology and fresh state behavior of fly ash-slag geopolymer binders with silica

被引:11
作者
Kamakshi, Tippabhotla A. [1 ]
Reddy, K. Chiranjeevi [1 ]
Subramaniam, Kolluru V. L. [1 ]
机构
[1] Indian Inst Technol Hyderabad, Dept Civil Engn, Rm 310,Acad Block A, Hyderabad 502285, Telangana, India
基金
英国科研创新办公室;
关键词
Early age; Fly ash-slag; Kinetics; Rheology; Thixotropy; Yield stress; REACTION-KINETICS; SODIUM-HYDROXIDE; DRYING SHRINKAGE; STRENGTH; TEMPERATURE; CEMENT; CONCRETE; ACTIVATOR; SUSPENSIONS; MORTARS;
D O I
10.1617/s11527-022-01908-w
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The rheology of fly ash-slag geopolymer binders is evaluated for different forms and dosages of dissolved silica in the alkaline activating solution. The addition of silica decreases the elastic resistance and the yield stress of the binder. The binder rheology is influenced by the polymeric form of silica in the activating solution determined by the silica modulus (M-S = SiO2/Na2O molar ratio). There is a larger decrease in the elastic component and a larger increase in the viscosity at a lower M-S. Silica addition at low M-S transforms the yield behavior of the binder to viscous Maxwell flow response. The changes in the fresh state influenced by thixotropy and setting are related to the early kinetics and reactivity of the slag in the binder. The silica content and the M-S in the activating solution influence reaction kinetics in the binder. While the addition of silica delays the hydration of slag, there is a higher level of early reactivity associated with gel formation from the dissolved silica at a lower M-S. The early chemical reactivity produced by the silica in the activating solution influences the buildup of storage modulus (G(/)) and produces set. However, the influence of early reactivity in the systems on the measured increase in G(/) and penetration resistance varies with silica content. While high early reactivity produces a faster setting, G(/) does not scale with the kinetics. Higher silica content produces a more uniform distribution of reaction products, not producing a proportional increase in stiffness.
引用
收藏
页数:15
相关论文
共 55 条
[1]   THE SOLUBILITY OF AMORPHOUS SILICA IN WATER [J].
ALEXANDER, GB ;
HESTON, WM ;
ILER, RK .
JOURNAL OF PHYSICAL CHEMISTRY, 1954, 58 (06) :453-455
[2]  
Alnahhal M.F., 2020, RILEM Tech, Letture, V5, P141, DOI 10.21809/rilemtechlett.2020.123
[3]  
[Anonymous], 2003, 3812 IS 1, P1
[4]   Influence of activator on the strength and drying shrinkage of alkali-activated slag mortar [J].
Atis, Cengiz Duran ;
Bilim, Cahit ;
Celik, Oezlem ;
Karahan, Okan .
CONSTRUCTION AND BUILDING MATERIALS, 2009, 23 (01) :548-555
[5]   A ternary optimisation of mineral additives of alkali activated cement mortars [J].
Aydin, Serdar .
CONSTRUCTION AND BUILDING MATERIALS, 2013, 43 :131-138
[6]   Geopolymeric materials prepared using Class F fly ash and elevated temperature curing [J].
Bakharev, T .
CEMENT AND CONCRETE RESEARCH, 2005, 35 (06) :1224-1232
[7]  
Bhagath Singh G. V. P., 2018, INDIAN CONCR J, V92, P10
[8]  
Bureau of Indian Standard, 1987, IS120891987, P1
[9]   Isothermal reaction kinetics and temperature dependence of alkali activation of slag, fly ash and their blends [J].
Chithiraputhiran, Sundararaman ;
Neithalath, Narayanan .
CONSTRUCTION AND BUILDING MATERIALS, 2013, 45 :233-242
[10]   Effect of pore size distribution on drying shrinkage of alkali-activated slag concrete [J].
Collins, F ;
Sanjayan, JG .
CEMENT AND CONCRETE RESEARCH, 2000, 30 (09) :1401-1406