Strength behavior and autogenous shrinkage of alkali-activated mortar made from low-calcium fly ash and calcium carbide residue mixture

被引:24
|
作者
Suttiprapa, Puntana [1 ]
Tangchirapat, Weerachart [1 ]
Jaturapitakkul, Chai [1 ]
Rattanasak, Ubolluk [2 ]
Jitsangiam, Peerapong [3 ]
机构
[1] King Mongkuts Univ Technol Thonburi, Fac Engn, Construct Innovat & Future Infrastruct Res Ctr CI, Dept Civil Engn, Bangkok, Thailand
[2] Burapha Univ, Fac Sci, Dept Chem, Chon Buri, Thailand
[3] Chiang Mai Univ, Fac Engn, Ctr Excellence Nat Disaster Management, Dept Civil Engn, Chiang Mai, Thailand
关键词
Alkali-activated mortar; Autogenous shrinkage; Calcium carbide residue; Compressive strength; Low-calcium fly ash; MECHANICAL-PROPERTIES; COMPRESSIVE STRENGTH; GEOPOLYMER CONCRETE; DRYING SHRINKAGE; BOTTOM ASH; BINDER; WORKABILITY;
D O I
10.1016/j.conbuildmat.2021.125438
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In this study, the effects of sodium hydroxide (NaOH) concentrations, ratios of low-calcium fly ash (FA) to calcium carbide residue (CR), and adding 5% of Portland cement on compressive strength and autogenous shrinkage of alkali-activated mortar made from FA-CR mixtures were investigated and verified by examining the microstructure and morphology of alkali-activated paste. Both FA and CR were improved by grinding a finer powder. The alkali activators were a NaOH solution and a liquid sodium silicate at a constant ratio of 2:1. The results indicated that the utilization of CR partially substituted in FA and activated with a higher NaOH concentration significantly improved the compressive strength of alkali-activated mortars. The autogenous shrinkage of alkali-activated mortars increased with the increased NaOH concentration and decreased significantly when the CR partially replaced in FA. An alkali-activated mortar made from an FA-CR mixture (without cement) achieved compressive strengths up to 60.2 MPa and had an autogenous shrinkage of less than 100 x 10(-6) mm/mm. Moreover, the XRD patterns of alkali-activated pastes showed that the reaction products of C-S-H, C-A-S-H, and N-A-S-H were related to the dense structure and the Si, Al, Ca, and Na detected in SEM/EDS results.
引用
收藏
页数:12
相关论文
共 50 条
  • [21] Flexural fatigue strength of demolition aggregates stabilized with alkali-activated calcium carbide residue
    Mohammadinia, Alireza
    Arulrajah, Arul
    Phummiphan, Itthikorn
    Horpibulsuk, Suksun
    Mirzababaei, Mehdi
    CONSTRUCTION AND BUILDING MATERIALS, 2019, 199 : 115 - 123
  • [22] Evaluation of sodium content and sodium hydroxide molarity on compressive strength of alkali activated low-calcium fly ash
    Singh, G. V. P. Bhagath
    Subramaniam, Kolluru V. L.
    CEMENT & CONCRETE COMPOSITES, 2017, 81 : 122 - 132
  • [23] FACTORS AFFECTING THE WORKABILITY AND STRENGTH OF ALKALI-ACTIVATED HIGH CALCIUM FLY ASH CONCRETE
    Chaimoon, Krit
    Pantura, Sittiporn
    Homwuttiwong, Sahalaph
    Wongkvanklom, Athika
    Chindaprasirt, Prinya
    ENVIRONMENTAL ENGINEERING AND MANAGEMENT JOURNAL, 2012, 11 (08): : 1425 - 1432
  • [24] Effect of metakaolin on the autogenous shrinkage of alkali-activated slag-fly ash paste
    Li, Zhenming
    Liang, Xuhui
    Chen, Yun
    Ye, Guang
    CONSTRUCTION AND BUILDING MATERIALS, 2021, 278
  • [25] Effect of Activator and Mineral Admixtures on the Autogenous Shrinkage of Alkali-Activated Slag/Fly Ash
    Ma, Yuwei
    Gong, Jihao
    Ye, Guang
    Fu, Jiyang
    SUSTAINABILITY, 2023, 15 (22)
  • [26] The Effect of Activator on the Properties of Low-Calcium Alkali-Activated Mortars
    Bumanis, Girts
    Bajare, Diana
    Locs, Janis
    ENGINEERING MATERIALS & TRIBOLOGY XXII, 2014, 604 : 169 - +
  • [27] Shrinkage mitigation of alkali-activated fly ash/slag mortar by using phosphogypsum waste
    Zheng, Yong
    Xuan, Dongxing
    Shen, Bo
    Ma, Kejian
    CONSTRUCTION AND BUILDING MATERIALS, 2023, 375
  • [28] Shrinkage characteristics of alkali-activated fly ash/slag paste and mortar at early ages
    Lee, N. K.
    Jang, J. G.
    Lee, H. K.
    CEMENT & CONCRETE COMPOSITES, 2014, 53 : 239 - 248
  • [29] Improvement of a clayey soil with alkali activated low-calcium fly ash for transport infrastructures applications
    Correa-Silva, Manuela
    Araujo, Nuno
    Cristelo, Nuno
    Miranda, Tiago
    Gomes, Antonio Topa
    Coelho, Joao
    ROAD MATERIALS AND PAVEMENT DESIGN, 2019, 20 (08) : 1912 - 1926
  • [30] The strength of alkali-activated slag/fly ash mortar blends at ambient temperature
    Wardhono, Arie
    Law, David W.
    Strano, Anthony
    CIVIL ENGINEERING INNOVATION FOR A SUSTAINABLE, 2015, 125 : 650 - 656