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    Construction and Demolition Waste Stabilization through Biocarbonation of Reactive Magnesia Cement: Effect of Urea Concentration

    Source: Journal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 001::page 04024450-1
    Author:
    Dian-Long Wang
    ,
    Chao-Sheng Tang
    ,
    Xiao-Hua Pan
    ,
    Zhi-Hao Dong
    ,
    Rui Wang
    ,
    Jun-Zheng Zhang
    ,
    Xin-Lun Ji
    ,
    Hui-Cong Hu
    ,
    Bin Shi
    DOI: 10.1061/JMCEE7.MTENG-17257
    Publisher: American Society of Civil Engineers
    Abstract: Biocarbonation of reactive magnesia cement (RMC) is a promising and sustainable biogeotechnology for construction and demolition waste (CDW) stabilization. The concentration of urea is the dominant factor affecting the RMC biocarbonation process and its performance. To better understand the urea concentration effect, three different urea concentrations (2 M, 4 M, and 6 M) were investigated based on a series of CDW stabilization experiments as well as the fresh and mechanical property tests. Two indicators, urea utilization ratio (UUR) and degree of carbonation (DC), were adopted to evaluate the RMC biocarbonation process with different urea concentrations. The results showed that urea concentration significantly influences the CDW stabilization performance and the RMC biocarbonation process. The increasing urea concentration resulted in higher flowability, slower hardening process, and higher bleeding rate of the fresh paste. While the unconfined compressive strength (UCS) decreased as the urea concentration increased, and the failure characteristics changed from brittleness to ductileness. The maximum UCS (1.52 MPa) was obtained at the urea concentration of 2 M, which is the optimal value. It was revealed that the increase in urea concentration limited the RMC hydration and changed the fresh properties. The higher urea concentration also reduced urease activity and inhibited urea hydrolysis, decreasing the amount of available carbonate and the hydrated magnesium carbonates (HMCs) for strength gain. But the excessively low urea concentrations were also detrimental to this process. Based on the obtained results, the effect of the amount of produced HMCs on UCS was discussed, and a linear relationship between DC and UCS was established. The results are important for understanding the underlying influence of urea concentration on the biocarbonation of RMC stabilized CDW and facilitating the optimization of future field applications.
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      Construction and Demolition Waste Stabilization through Biocarbonation of Reactive Magnesia Cement: Effect of Urea Concentration

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4304244
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    contributor authorDian-Long Wang
    contributor authorChao-Sheng Tang
    contributor authorXiao-Hua Pan
    contributor authorZhi-Hao Dong
    contributor authorRui Wang
    contributor authorJun-Zheng Zhang
    contributor authorXin-Lun Ji
    contributor authorHui-Cong Hu
    contributor authorBin Shi
    date accessioned2025-04-20T10:13:13Z
    date available2025-04-20T10:13:13Z
    date copyright10/26/2024 12:00:00 AM
    date issued2025
    identifier otherJMCEE7.MTENG-17257.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4304244
    description abstractBiocarbonation of reactive magnesia cement (RMC) is a promising and sustainable biogeotechnology for construction and demolition waste (CDW) stabilization. The concentration of urea is the dominant factor affecting the RMC biocarbonation process and its performance. To better understand the urea concentration effect, three different urea concentrations (2 M, 4 M, and 6 M) were investigated based on a series of CDW stabilization experiments as well as the fresh and mechanical property tests. Two indicators, urea utilization ratio (UUR) and degree of carbonation (DC), were adopted to evaluate the RMC biocarbonation process with different urea concentrations. The results showed that urea concentration significantly influences the CDW stabilization performance and the RMC biocarbonation process. The increasing urea concentration resulted in higher flowability, slower hardening process, and higher bleeding rate of the fresh paste. While the unconfined compressive strength (UCS) decreased as the urea concentration increased, and the failure characteristics changed from brittleness to ductileness. The maximum UCS (1.52 MPa) was obtained at the urea concentration of 2 M, which is the optimal value. It was revealed that the increase in urea concentration limited the RMC hydration and changed the fresh properties. The higher urea concentration also reduced urease activity and inhibited urea hydrolysis, decreasing the amount of available carbonate and the hydrated magnesium carbonates (HMCs) for strength gain. But the excessively low urea concentrations were also detrimental to this process. Based on the obtained results, the effect of the amount of produced HMCs on UCS was discussed, and a linear relationship between DC and UCS was established. The results are important for understanding the underlying influence of urea concentration on the biocarbonation of RMC stabilized CDW and facilitating the optimization of future field applications.
    publisherAmerican Society of Civil Engineers
    titleConstruction and Demolition Waste Stabilization through Biocarbonation of Reactive Magnesia Cement: Effect of Urea Concentration
    typeJournal Article
    journal volume37
    journal issue1
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/JMCEE7.MTENG-17257
    journal fristpage04024450-1
    journal lastpage04024450-12
    page12
    treeJournal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 001
    contenttypeFulltext
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