Sulfate attack on portland-dolomite cement exposed to sodium sulfate solution at 5 °C and 20 °C

被引:0
|
作者
Liu, Fei [1 ]
Cao, Wei [1 ]
Yang, Tong [1 ]
Xu, Jiangtao [1 ]
Lu, Duyou [1 ]
Hooton, R. Douglas [2 ]
机构
[1] Nanjing Tech Univ, Coll Mat Sci & Engn, Nanjing 211816, Peoples R China
[2] Univ Toronto, Dept Civil Engn, Toronto, ON M5S 1A4, Canada
关键词
Sulfate attack; Dolomite; Compressive strength; Expansion; Thaumasite; PHASE ASSEMBLAGE; FLY-ASH; THAUMASITE; HYDRATION; LIMESTONE; METAKAOLIN; EXPANSION; STRENGTH; KINETICS; CHLORIDE;
D O I
10.1016/j.cscm.2024.e03894
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The purpose of the study is to investigate the sulfate resistance of portland-dolomite cement (PDC) with varying dolomite contents, when exposed to sodium sulfate solution at 5 degrees C and 20 degrees C. Visual appearance, expansion, mass change, and compressive strength of PDC mortars were tested, and XRD, FTIR, and SEM analyses were conducted to examine deterioration products and microstructure. Results indicate that at 20 degrees C, the incorporation of 10 % dolomite in PDC had a negligible impact on sulfate resistance, whereas higher dolomite replacements of 20 % and 30 % notably diminished it. In contrast, exposure at 5 degrees C led to more severe deterioration in all PDC samples, regardless of dolomite content, and the higher dolomite content, the poorer resistance to sulfate attack. The increased formation of ettringite and gypsum resulted in reduced sulfate resistance of PDC at 20 degrees C. However, at 5 degrees C, the presence of dolomite significantly promoted the formation of thaumasite at later stages, which caused initial ettringite and subsequent late-stage thaumasite sulfate attack, ultimately leading to the failure of PDC. The findings suggest that PDC should be carefully considered when used in sulfate-rich environments, particularly at low temperatures.
引用
收藏
页数:12
相关论文
共 50 条
  • [1] Ettringite formation in low C(3)A Portland cement exposed to sodium sulfate solution
    Gonzalez, MA
    Irassar, EF
    CEMENT AND CONCRETE RESEARCH, 1997, 27 (07) : 1061 - 1071
  • [2] Thaumasite sulfate attack in Portland and Portland-limestone cement mortars exposed to sulfate solution
    Ramezanianpour, Amir Mohammad
    Hooton, R. Douglas
    CONSTRUCTION AND BUILDING MATERIALS, 2013, 40 : 162 - 173
  • [3] Sulfate Resistance of Portland and Slag Cement Concretes Exposed to Sodium Sulfate for 38 Years
    Alapour, Fatemeh
    Hooton, R. Douglas
    ACI MATERIALS JOURNAL, 2017, 114 (03) : 477 - 490
  • [4] Deterioration mechanism of Portland cement paste subjected to sodium sulfate attack
    Liu, Kaiwei
    Deng, Min
    Mo, Liwu
    Tang, Jinhui
    ADVANCES IN CEMENT RESEARCH, 2015, 27 (08) : 477 - 486
  • [5] Sulfate resistance of Portland dolomite cement: performance and mechanisms
    Lu, Ji
    Xu, Aiwen
    Xu, Jiangtao
    Lu, Duyou
    Xu, Zhongzi
    MATERIALS AND STRUCTURES, 2020, 53 (05)
  • [6] Sulfate resistance of Portland dolomite cement: performance and mechanisms
    Ji Lu
    Aiwen Xu
    Jiangtao Xu
    Duyou Lu
    Zhongzi Xu
    Materials and Structures, 2020, 53
  • [7] Sulfate resistance of Portland-Limestone cement mortars cured at 20 °C and 60 °C
    Xu, Aiwen
    Lu, Ji
    Xu, Jiangtao
    Lu, Duyou
    Xu, Zhongzi
    JOURNAL OF SUSTAINABLE CEMENT-BASED MATERIALS, 2022, 11 (06) : 370 - 377
  • [8] The thaumasite form of sulfate attack in Portland-limestone cement mortars stored in magnesium sulfate solution
    Hartshorn, SA
    Sharp, JH
    Swamy, RN
    CEMENT & CONCRETE COMPOSITES, 2002, 24 (3-4): : 351 - 359
  • [9] EXTERNAL SULFATE ATTACK ON PORTLAND CEMENT INCORPORATING HIGH-VOLUME OF DOLOMITE POWDER PRE-CURED AT 20? AND 60?
    Chen, Deng
    Mo, Li-Wu
    Wang, Ai-Guo
    Liu, Kai-Wei
    Yang, Tao
    Zhang, Shi-Ping
    Song, Fei
    REVISTA ROMANA DE MATERIALE-ROMANIAN JOURNAL OF MATERIALS, 2023, 53 (02): : 160 - 169
  • [10] Long term behavior of Portland limestone cement mortars exposed to magnesium sulfate attack
    Skaropoulou, A.
    Tsivilis, S.
    Kakali, G.
    Sharp, J. H.
    Swamy, R. N.
    CEMENT & CONCRETE COMPOSITES, 2009, 31 (09): : 628 - 636