Strength development in clay-fly ash geopolymer

被引:275
|
作者
Sukmak, Patimapon [1 ]
Horpibulsuk, Suksun [1 ]
Shen, Shui-Long [2 ,3 ]
机构
[1] Suranaree Univ Technol, Sch Civil Engn, Muang Dist 30000, Nakhon Ratchasi, Thailand
[2] Shanghai Jiao Tong Univ, Dept Civil Engn, Shanghai 200240, Peoples R China
[3] State Key Lab Ocean Engn, Shanghai 200240, Peoples R China
关键词
Geopolymer brick; Strength; Microstructure; Silty clay; Fly ash; COMPACTION CURVES; CEMENT;
D O I
10.1016/j.conbuildmat.2012.11.015
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper presents the role of influential factors on the strength development in a clay-fly ash geopolymer that a silty clay is used as fine aggregates and fly ash, FA is used as a pozzolanic material. A liquid alkaline activator, L is a mixture of sodium silicate solution (Na2SiO3) and sodium hydroxide solution (NaOH). The studied influential factors are Na2SiO3/NaOH ratio, L/FA ratio and heat conditions. The optimum ingredient for the clay-FA geopolymer is the Na2SiO3/NaOH ratio of 0.7 and the L/FA ratio of 0.6. The Na2SiO3/NaOH ratio required for the clay-FA geopolymer is less than that of the FA geopolymer because the clay has high cation absorption ability and then absorbs some of the input NaOH. For a given Na2SiO3/NaOH content, the strength increases with increasing the liquid alkaline activator. The excess input alkaline activator causes the precipitation at very early stage before the condensation process in geopolymerization and results in the cracks on the FA particles. The overheating (very high temperature) and excess heat duration cause the micro-cracks on the specimens. The relationship between the strength and heat energy is proposed to integrate the role of heat temperature and duration on the geopolymerization. The compressive strength increases with increasing heat energy up to a certain level. Beyond this level, the specimens shrink and crack due to the reduction in pore fluid, which results in the strength reduction. The relationship between strength and heat energy can be used as fundamental for further study on the strength development and the mix design method for the clay-FA geopolymer with different specimen dimensions, clay minerals, liquid alkaline activators, pozzolanic materials and clay:FA ratios. (C) 2012 Elsevier Ltd. All rights reserved.
引用
收藏
页码:566 / 574
页数:9
相关论文
共 50 条
  • [1] Factors influencing strength development in clay-fly ash geopolymer
    Sukmak, Patimapon
    Horpibulsuk, Suksun
    Shen, Shui-Long
    Chindaprasirt, Prinya
    Suksiripattanapong, Cherdsak
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2013, 47 : 1125 - 1136
  • [2] Calcium carbide residue: Alkaline activator for clay-fly ash geopolymer
    Phetchuay, Chayakrit
    Horpibulsuk, Suksun
    Suksiripattanapong, Cherdsak
    Chinkulkijniwat, Avirut
    Arulrajah, Arul
    Disfani, Mahdi M.
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2014, 69 : 285 - 294
  • [3] Clay-fly ash geopolymer characterisation and application for the removal of lead and zinc
    Najafi, Elmira Khaksar
    Arabani, Mahyar
    Chenari, Reza Jamshidi
    [J]. ENVIRONMENTAL GEOTECHNICS, 2023, 10 (01): : 32 - 43
  • [4] THE POTENTIAL USE OF CLAY-FLY ASH GEOPOLYMER IN THE DESIGN OF ACTIVE-PASSIVE LINERS: A REVIEW
    Najafi, Elmira Khaksar
    Chenari, Reza Jamshidi
    Arabani, Mahyar
    [J]. CLAYS AND CLAY MINERALS, 2020, 68 (04) : 296 - 308
  • [5] THE POTENTIAL USE OF CLAY-FLY ASH GEOPOLYMER IN THE DESIGN OF ACTIVE-PASSIVE LINERS: A REVIEW
    Elmira Khaksar Najafi
    Reza Jamshidi Chenari
    Mahyar Arabani
    [J]. Clays and Clay Minerals, 2020, 68 : 296 - 308
  • [6] A sustainable landfill liner material: clay-fly ash geopolymers
    Elmira Khaksar Najafi
    Reza Jamshidi Chenari
    Meghdad Payan
    Mahyar Arabani
    [J]. Bulletin of Engineering Geology and the Environment, 2021, 80 : 4111 - 4124
  • [7] Strength development in soft marine clay stabilized by fly ash and calcium carbide residue based geopolymer
    Phetchuay, Chayakrit
    Horpibulsuk, Suksun
    Arulrajah, Arul
    Suksiripattanapong, Cherdsak
    Udomchai, Artit
    [J]. APPLIED CLAY SCIENCE, 2016, 127 : 134 - 142
  • [8] A sustainable landfill liner material: clay-fly ash geopolymers
    Khaksar Najafi, Elmira
    Jamshidi Chenari, Reza
    Payan, Meghdad
    Arabani, Mahyar
    [J]. BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2021, 80 (05) : 4111 - 4124
  • [9] Engineering properties of lightweight cellular cemented clay-fly ash material
    Neramitkornburi, Anek
    Horpibulsuk, Suksun
    Shen, S. L.
    Arulrajah, Arul
    Disfani, Mandi Miri
    [J]. SOILS AND FOUNDATIONS, 2015, 55 (02) : 471 - 483
  • [10] Strength Development in Clay Soil Stabilized with Fly Ash
    Islam, Shriful
    Hoque, Nur
    Uddin, Md.
    Chowdhury, Mohammod
    [J]. JORDAN JOURNAL OF CIVIL ENGINEERING, 2018, 12 (02) : 188 - 201