Performance of green binder developed from flue gas desulfurization gypsum incorporating Portland cement and large-volume fly ash

被引:20
作者
Wan, Yong [1 ]
Hui, Xinminnan [1 ,2 ]
He, Xingxing [3 ]
Li, Jiangshan [1 ]
Xue, Jianfei [1 ,4 ]
Feng, Dianzhi [1 ,4 ]
Liu, Xiaoli [3 ]
Wang, Shiquan [5 ]
机构
[1] Chinese Acad Sci, State Key Lab Geomech & Geotech Engn, Inst Rock & Soil Mech, Wuhan 430071, Peoples R China
[2] Univ Chinese Acad Sci, Beijing 100049, Peoples R China
[3] Tsinghua Univ, State Key Lab Hydrosci & Engn, Beijing 100084, Peoples R China
[4] Liaoning Tech Univ, Sch Mech & Engn, Fuxin 123000, Liaoning Provin, Peoples R China
[5] Suzhou Univ, Sch Resources & Civil Engn, Suzhou 234000, Anhui, Peoples R China
基金
中国国家自然科学基金;
关键词
Flue gas desulfurization gypsum; Fly ash; Green binder; Unconfined compressive strength; Water resistance; Microstructure; HYDRATION;
D O I
10.1016/j.conbuildmat.2022.128679
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Flue gas desulfurization gypsum (FGDG) and fly ash (FA) are by-products from coal-fired power plants that urgently need to be recycled in a sustainable way. This study aims to develop a green binder using FGDG incorporating cement and large-volume FA that can substitute some cement in structural and geotechnical en-gineering applications. The engineering properties including initial setting time, compressive strength, pH value, water absorption and water resistance of the blended binder with different amounts of FGDG were investigated. The results indicate that the addition of FGDG can decrease the initial setting time and water absorption of the blended paste, and is more helpful for the improvement of the early strength. The maximum compressive strength of the blended paste can be obtained when the dosages of FA and cement are the same. When the amount of cement is more than 20%, the softening coefficient of the blended paste was always greater than 0.6 regardless of the amount of FGDG. In addition, the change of pH value with curing time could be divided into four typical stages, which can be explained by the hydration process of the blended binder. Micro-analysis showed that many C-S-H gels and ettringite were interwoven on the surface of gypsum crystals, which greatly restrained the solubility of gypsum in water and improved the water resistance of the binder.
引用
收藏
页数:15
相关论文
共 53 条
  • [1] [Anonymous], 2008, ASTM D4219-08
  • [2] [Anonymous], 2019, Standard specification for steel, sheet, carbon, structural, and high-strength, low-alloy, hot-rolled and cold-rolled
  • [3] [Anonymous], 2013, Standard test method for pH of soils, DOI DOI 10.1520/D4972-13.2
  • [4] ASTM, 2018, C19118 ASTM
  • [5] MECHANISM OF C3S DISSOLUTION AND PROBLEM OF THE CONGRUENCY IN THE VERY INITIAL PERIOD AND LATER ON
    BARRET, P
    MENETRIER, D
    BERTRANDIE, D
    [J]. CEMENT AND CONCRETE RESEARCH, 1983, 13 (05) : 728 - 738
  • [6] Beaudoin J., 2019, LEAS CHEM CEMENT CON, P157, DOI [10.1016/B978-075066256-7/50018-7, DOI 10.1016/B978-075066256-7/50018-7, DOI 10.1016/B978-0-08-100773-0.00005-8]
  • [7] A 29Si MAS NMR study of modified C-S-H nanostructures
    Beaudoin, James J.
    Raki, Laila
    Alizadeh, Rouhollah
    [J]. CEMENT & CONCRETE COMPOSITES, 2009, 31 (08) : 585 - 590
  • [8] BSEN, 2004, GYPS PLAST DEF REQ T, P520
  • [9] C.B.M. Council, 2010, 6982010 JCT CBM COUN
  • [10] C.B.M.F, 2020, UT STAT PROBL DES GY