Corrosion mechanism of alkali-activated slag/metakaolin materials under carbonic acid solution

被引:2
作者
Yang, Fakang [1 ,2 ]
Liu, Jianhui [1 ,2 ]
Jia, Hengrui [1 ,2 ]
Chen, Zheng [1 ,2 ]
Liu, Leping [3 ]
Zhu, Junmin [1 ,2 ]
Li, Shanwu [1 ,2 ]
Lai, Chuanglin [1 ,2 ]
Shi, Caijun [4 ]
机构
[1] Guangxi Univ, Sch Civil Engn & Architecture, Key Lab Disaster Prevent & Struct Safety, China Minist Educ, Nanning 530004, Peoples R China
[2] Guangxi Univ, State Key Lab Featured Met Mat & Life Cycle Safety, Nanning 530004, Peoples R China
[3] Nanning Normal Univ, Coll Chem & Mat, Nanning 530001, Peoples R China
[4] Hunan Univ, Coll Civil Engn, Changsha 410082, Peoples R China
关键词
Carbonic acid solution; Alkali-activated materials; Compressive strength; Pore structure; Microstructure; SILICATE MODULUS; PHASE EVOLUTION; FLY-ASH; CEMENT; SLAG; CARBONATION; DEGRADATION; RESISTANCE;
D O I
10.1016/j.cemconcomp.2024.105779
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
For promoting the application of alkali-activated slag/metakaolin (AASM) materials in karst areas, it is crucial to understand the corrosion properties of AASM materials in carbonic acid solutions. This paper systematically investigates the evolution of mechanical properties, phase composition, and microstructure of AASM materials in carbonic acid solution environments. The research results indicate that the corrosion mechanism of AASM in carbonic acid solution environments can be summarized as four stages: the dissolution stage, the C-(N)-A-S-H gel decalcification and calcium carbonate formation stage, the further corrosion of calcium carbonate stage, and the slow corrosion stage. Depending on the degree of Ca2+ leaching, the corrosion layers can be divided from the outermost to the innermost layers into the gel layer, the carbonation layer, and the un-corrosion layer. In carbonic acid solution environments, significant leaching of Na+ and OH- occurs in pore solution, which hinders the development of strength. Additionally, the diffusion of CO3 2-and HCO3 -ions dissolved in water into the C-(N)-AS-H gel, which react with the gel to form calcium carbonate, leads to gel decomposition. Moreover, the generated calcium carbonate is further corrosion into soluble calcium bicarbonate, resulting in substantial leaching of Ca2+, deterioration of pore structure, and increased aggregation degree of C-(N)-A-S-H gel structure. As the MK content increases, the calcium content in the system decreases, leading to a higher crosslinking degree and enhanced resistance of the C-(N)-A-S-H gel to carbonic acid solution corrosion, thereby reducing the corrosion rate of AASM materials. The research results provide new insights into the application of AASM materials in karst areas.
引用
收藏
页数:21
相关论文
共 56 条
  • [1] Hydration kinetics and performance of sodium carbonate-activated slag-based systems containing reactive MgO and metakaolin under carbonation
    Akturk, Busra
    Abolfathi, Mehrnosh
    Ulukaya, Serhan
    Kizilkanat, Ahmet B.
    Hooper, Thomas J. N.
    Gu, Lei
    Yang, En-Hua
    Unluer, Cise
    [J]. CEMENT & CONCRETE COMPOSITES, 2022, 132
  • [2] [Anonymous], 2008, GB 50487-2008
  • [3] Resistance of alkali-activated slag concrete to carbonation
    Bakharev, T
    Sanjayan, JG
    Cheng, YB
    [J]. CEMENT AND CONCRETE RESEARCH, 2001, 31 (09) : 1277 - 1283
  • [4] Study on the deterioration mechanism of cement-based materials in acid water containing aggressive carbon dioxide
    Bao, Hao
    Xu, Gang
    Wang, Qing
    Peng, Yanzhou
    Liu, Jiuyan
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2020, 243
  • [5] Effect of silicate modulus and metakaolin incorporation on the carbonation of alkali silicate-activated slags
    Bernal, Susan A.
    Mejla de Gutierrez, Ruby
    Provis, John L.
    Rose, Volker
    [J]. CEMENT AND CONCRETE RESEARCH, 2010, 40 (06) : 898 - 907
  • [6] Geopolymer concrete durability subjected to aggressive environments - A review of influence factors and comparison with ordinary Portland cement
    Chen, Keyu
    Wu, Dazhi
    Xia, Linling
    Cai, Qimao
    Zhang, Zhenying
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2021, 279
  • [7] Study of carbonation in a class G Portland cement matrix at supercritical and saturated environments
    de Sena Costa, Bruno Leonardo
    de Oliveira Freitas, Julio Cezar
    Silva Santos, Paulo Henrique
    da Silva Araujo, Romero Gomes
    dos Santos Oliveira, Juan Fabio
    de Araujo Melo, Dulce Maria
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2018, 180 : 308 - 319
  • [8] Microstructure development of alkali-activated fly ash cement:: a descriptive model
    Fernández-Jiménez, A
    Palomo, A
    Criado, M
    [J]. CEMENT AND CONCRETE RESEARCH, 2005, 35 (06) : 1204 - 1209
  • [9] A review on natural and human-induced geohazards and impacts in karst
    Gutierrez, F.
    Parise, M.
    De Waele, J.
    Jourde, H.
    [J]. EARTH-SCIENCE REVIEWS, 2014, 138 : 61 - 88
  • [10] Investigation on the influential mechanism of FA and GGBS on the properties of CO2-cured cement paste
    He, Pingping
    Drissi, Sarra
    Hu, Xiang
    Liu, Jianhui
    Shi, Caijun
    [J]. CEMENT & CONCRETE COMPOSITES, 2023, 142