Influence of Seawater on the Morphological Evolution and the Microchemistry of Hydration Products of Tricalcium Silicates (C3S)

被引:53
作者
Yaseen, Sarah Abduljabbar [3 ,4 ]
Yiseen, Ghadah Abdaljabar [1 ]
Poon, Chi Sun [3 ]
Li, Zongjin [2 ]
机构
[1] Univ Baghdad, Coll Sci, Dept Chem, Baghdad 10071, Iraq
[2] Univ Macau, Inst Appl Phys & Mat Engn, Taipa 999078, Macau, Peoples R China
[3] Hong Kong Polytech Univ, Dept Civil & Environm Engn, Kowloon, Hong Kong 999077, Peoples R China
[4] Hong Kong Univ Sci & Technol, Dept Civil & Environm Engn, Kowloon, Hong Kong 999077, Peoples R China
关键词
Calcium silicate hydrate (CSH); Portlandite (CH); Gypsum; Salinity; SEM; TEM; XRD; C-S-H; PORTLAND-CEMENT; ELECTRON-MICROSCOPY; SULFATE RESISTANCE; INORGANIC SALTS; GYPSUM; CONCRETE; CHLORIDE; SODIUM; WATER;
D O I
10.1021/acssuschemeng.0c04440
中图分类号
O6 [化学];
学科分类号
0703 ;
摘要
The current work investigates the influence of seawater on morphological properties during the hydration process of tricalcium silicate (C3S) at 3, 7, 14, and 28 days to better understand the effect of salinity (highly soluble salts) of seawater on the microstructural evolution of hydration products. The mechanism of the chemical reaction of highly soluble salts, e.g., Na2SO4 and CaCl2, with hydrated C3S was also demonstrated. The presence of highly soluble salts in seawater accelerates the hydration of C3S significantly due to releasing a significant amount of Ca2+ ions from the hydrated C3S (as CH and CSH), which participated in the chemical reaction to produce a certain amount of gypsum crystals that was more than that in distilled water, which has been shown by SEM characterization. TEM analysis revealed the growth of sharp rod-like CaSO4 center dot 2H(2)O crystals together with some thin and tiny wrinkled CSH that formed. Seawater promotes the hydration of C3S, pointed out by the expedited heat flow and raised heat of hydration. FTIR spectroscopy has been used to characterize and observe the dynamics of variation in the formation of calcium silicate hydrate (CSH), portlandite (CH), and gypsum (Gy) throughout the hydration process of C3S with seawater in comparison with distilled water. XRD analysis revealed that the peak intensities of the portlandite and gypsum of the hydrated C3S in seawater are higher than the comparable peaks in distilled water.
引用
收藏
页码:15875 / 15887
页数:13
相关论文
共 51 条
[21]   The relationship between crystal morphology and XRD peak intensity on CaSO4•2H2O [J].
Inoue, Mikiyasu ;
Hirasawa, Izumi .
JOURNAL OF CRYSTAL GROWTH, 2013, 380 :169-175
[22]   Sulphate resistance of type V cements with limestone filler and natural pozzolana [J].
Irassar, EF ;
González, M ;
Rahhal, V .
CEMENT & CONCRETE COMPOSITES, 2000, 22 (05) :361-368
[23]   MORPHOLOGICAL DEVELOPMENT OF HYDRATING TRICALCIUM SILICATE AS EXAMINED BY ELECTRON-MICROSCOPY TECHNIQUES [J].
JENNINGS, HM ;
DALGLEISH, BJ ;
PRATT, PL .
JOURNAL OF THE AMERICAN CERAMIC SOCIETY, 1981, 64 (10) :567-572
[24]  
Jumate E, 2011, J APPL ENG SCI, V1, P79
[25]   INFLUENCE OF INORGANIC SALTS ON HYDRATION OF TRICALCIUM SILICATE [J].
KONDO, R ;
DAIMON, M ;
SAKAI, E ;
USHIYAMA, H .
JOURNAL OF APPLIED CHEMISTRY AND BIOTECHNOLOGY, 1977, 27 (04) :191-197
[26]   Investigation on early-age hydration, mechanical properties and microstructure of seawater sea sand cement mortar [J].
Li, Peiran ;
Li, Wengui ;
Yu, Tao ;
Qu, Fulin ;
Tam, Vivian W. Y. .
CONSTRUCTION AND BUILDING MATERIALS, 2020, 249
[27]   Oscillation of second-order nonlinear delay differential equations with nonpositive neutral coefficients [J].
Li, Qi ;
Wang, Rui ;
Chen, Feng ;
Li, Tongxing .
ADVANCES IN DIFFERENCE EQUATIONS, 2015, :1-7
[28]   Characterization and modeling on the role of Mg2+ in seawater blended Portland cement systems [J].
Li, X. S. ;
Shui, Z. H. ;
Gao, X. ;
Huang, Y. ;
Yu, R. ;
Liu, K. Z. .
THERMOCHIMICA ACTA, 2020, 684 (684)
[29]   Anion water in gypsum (CaSO4•2H2O) and hemihydrate (CaSO4•1/2H2O) [J].
Mandal, PK ;
Mandal, TK .
CEMENT AND CONCRETE RESEARCH, 2002, 32 (02) :313-316
[30]  
Marchon D, 2016, WOOD PUBL SER CIVIL, V59, P129, DOI 10.1016/B978-0-08-100693-1.00008-4