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    Effect of Stray Current on Cement-Based Materials under Sulfate Attack

    Source: Journal of Materials in Civil Engineering:;2021:;Volume ( 034 ):;issue: 002::page 04021439
    Author:
    Gaonian Li
    ,
    Baomin Wang
    ,
    Daman K. Panesar
    DOI: 10.1061/(ASCE)MT.1943-5533.0004061
    Publisher: ASCE
    Abstract: In coastal areas, concrete of subway infrastructure can be jeopardized by coupled degradation conditions of stray current and sulfate solution. This paper focuses on the effect of stray current on the durability of cement-based materials exposed to sulfate-rich environments. In addition to chemical analysis, mechanical, transport, and microstructural properties of specimens exposed to five conditions were analyzed: (1) control environment with no degradation conditions, (2) stray current, (3) internal mixing sulfate, (4) stray current and internal mixing sulfate, and (5) stray current and external sulfate solution. Experimental results of this study reveal that (1) stray current can exacerbate leaching of cement-based materials, and 40-V stray current results in greater leaching compared to specimens subjected to 20-V stray current; (2) compared to specimens subjected to internal mixing sulfate alone, the combined effect of stray current on the production of gypsum and ettringite is slight due to the increase in particle collision induced by stray current; and (3) stray current has a migration effect on the rate of SO42− ions ingress, which significantly aggravates the external sulfate attack on cement-based materials. The primary degradation products were ettringite and gypsum, which results in the cracking and the maximum decrease in strength of 47.1% after exposure to coupled conditions of 40-V stray current and external sulfate solution for 150 days.
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      Effect of Stray Current on Cement-Based Materials under Sulfate Attack

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    contributor authorGaonian Li
    contributor authorBaomin Wang
    contributor authorDaman K. Panesar
    date accessioned2022-05-07T20:03:10Z
    date available2022-05-07T20:03:10Z
    date issued2021-11-25
    identifier other(ASCE)MT.1943-5533.0004061.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4281931
    description abstractIn coastal areas, concrete of subway infrastructure can be jeopardized by coupled degradation conditions of stray current and sulfate solution. This paper focuses on the effect of stray current on the durability of cement-based materials exposed to sulfate-rich environments. In addition to chemical analysis, mechanical, transport, and microstructural properties of specimens exposed to five conditions were analyzed: (1) control environment with no degradation conditions, (2) stray current, (3) internal mixing sulfate, (4) stray current and internal mixing sulfate, and (5) stray current and external sulfate solution. Experimental results of this study reveal that (1) stray current can exacerbate leaching of cement-based materials, and 40-V stray current results in greater leaching compared to specimens subjected to 20-V stray current; (2) compared to specimens subjected to internal mixing sulfate alone, the combined effect of stray current on the production of gypsum and ettringite is slight due to the increase in particle collision induced by stray current; and (3) stray current has a migration effect on the rate of SO42− ions ingress, which significantly aggravates the external sulfate attack on cement-based materials. The primary degradation products were ettringite and gypsum, which results in the cracking and the maximum decrease in strength of 47.1% after exposure to coupled conditions of 40-V stray current and external sulfate solution for 150 days.
    publisherASCE
    titleEffect of Stray Current on Cement-Based Materials under Sulfate Attack
    typeJournal Paper
    journal volume34
    journal issue2
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0004061
    journal fristpage04021439
    journal lastpage04021439-12
    page12
    treeJournal of Materials in Civil Engineering:;2021:;Volume ( 034 ):;issue: 002
    contenttypeFulltext
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