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    Performance of High-Calcium-Content Magnesium Oxysulfate Cement Modified by Boric Acid, EDTA-2Na, and Oxalic Acid

    Source: Journal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 005::page 04025115-1
    Author:
    Zhiqi Hu
    ,
    Jun Chang
    ,
    Yan Guan
    ,
    Wanli Bi
    DOI: 10.1061/JMCEE7.MTENG-18737
    Publisher: American Society of Civil Engineers
    Abstract: To avoid stacking and discarding low-grade magnesite tailings with high calcium contents, this study investigated the preparation of magnesium oxysulfate (MOS) cement by using boric acid–, oxalic acid–, and ethylenediaminetetraacetic acid disodium (EDTA-2Na)–modified high-calcium light-burned magnesia powder. The X-ray diffraction, thermogravimetry–derivative thermogravimetry, scanning electron microscopy, energy-dispersive X-ray spectroscopy, inductively coupled plasma spectroscopy, and X-ray photoelectron spectroscopy results show that at the initial stage of the hydration reaction, as the content of magnesium ions is much greater than the concentration of calcium ions, the modifier has little effect on calcium ions. When a hardened sample is immersed in a water/NaCl solution, the modifier can combine with calcium ions to form stable calcium salts, especially oxalic acid. However, the curing effect of calcium ions could be better related to the performance of the product. Although the quantity of dissolved calcium ions is the lowest when oxalic acid is added, early hydration is negatively affected. More brucite is generated, which inhibits the formation of the 517 phase, and its strength is only 54.0 MPa after curing for 28 days. The compressive strengths of the samples modified with boric acid and EDTA-2Na after natural curing for 28 days are 116.9% and 98.2% of that of the control, respectively.
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      Performance of High-Calcium-Content Magnesium Oxysulfate Cement Modified by Boric Acid, EDTA-2Na, and Oxalic Acid

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    contributor authorZhiqi Hu
    contributor authorJun Chang
    contributor authorYan Guan
    contributor authorWanli Bi
    date accessioned2025-08-17T22:53:21Z
    date available2025-08-17T22:53:21Z
    date copyright5/1/2025 12:00:00 AM
    date issued2025
    identifier otherJMCEE7.MTENG-18737.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4307600
    description abstractTo avoid stacking and discarding low-grade magnesite tailings with high calcium contents, this study investigated the preparation of magnesium oxysulfate (MOS) cement by using boric acid–, oxalic acid–, and ethylenediaminetetraacetic acid disodium (EDTA-2Na)–modified high-calcium light-burned magnesia powder. The X-ray diffraction, thermogravimetry–derivative thermogravimetry, scanning electron microscopy, energy-dispersive X-ray spectroscopy, inductively coupled plasma spectroscopy, and X-ray photoelectron spectroscopy results show that at the initial stage of the hydration reaction, as the content of magnesium ions is much greater than the concentration of calcium ions, the modifier has little effect on calcium ions. When a hardened sample is immersed in a water/NaCl solution, the modifier can combine with calcium ions to form stable calcium salts, especially oxalic acid. However, the curing effect of calcium ions could be better related to the performance of the product. Although the quantity of dissolved calcium ions is the lowest when oxalic acid is added, early hydration is negatively affected. More brucite is generated, which inhibits the formation of the 517 phase, and its strength is only 54.0 MPa after curing for 28 days. The compressive strengths of the samples modified with boric acid and EDTA-2Na after natural curing for 28 days are 116.9% and 98.2% of that of the control, respectively.
    publisherAmerican Society of Civil Engineers
    titlePerformance of High-Calcium-Content Magnesium Oxysulfate Cement Modified by Boric Acid, EDTA-2Na, and Oxalic Acid
    typeJournal Article
    journal volume37
    journal issue5
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/JMCEE7.MTENG-18737
    journal fristpage04025115-1
    journal lastpage04025115-13
    page13
    treeJournal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 005
    contenttypeFulltext
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