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    Novel Porosity-Water/Binder Index for Strength Prediction of Artificially Cemented Soils

    Source: Journal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 002::page 04023585-1
    Author:
    Jair de Jesús Arrieta Baldovino
    ,
    Abdullah Ekinci
    ,
    Giovani Jordi Bruschi
    DOI: 10.1061/JMCEE7.MTENG-16432
    Publisher: ASCE
    Abstract: The initial weight and volume relationships play a crucial role in determining the strength of cement-stabilized soils. Since 2007, the porosity/binder ratio has been widely utilized as a control index for stabilized soil mixtures. However, this approach does not take into account the water content used during the stabilization process, which can affect the strength of the final product. To address this issue, this paper introduces the porosity-water and binder relationship as a new index to predict the strength of artificially cemented soils. The strengths of different stabilized soils were compared based on the new index and the comprehensive results were analyzed to demonstrate the efficacy of the new index. The findings indicate that the new index is an appropriate design parameter for soil–lime, soil–cement, and geopolymerized soil mixtures; moreover, the water content was identified to have no effect on the splitting tensile strength to compressive strength ratio. The results of this study provide valuable insights on the optimization of stabilized soils and development of improved soil stabilization processes.
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      Novel Porosity-Water/Binder Index for Strength Prediction of Artificially Cemented Soils

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4297889
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    contributor authorJair de Jesús Arrieta Baldovino
    contributor authorAbdullah Ekinci
    contributor authorGiovani Jordi Bruschi
    date accessioned2024-04-27T22:56:34Z
    date available2024-04-27T22:56:34Z
    date issued2024/02/01
    identifier other10.1061-JMCEE7.MTENG-16432.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4297889
    description abstractThe initial weight and volume relationships play a crucial role in determining the strength of cement-stabilized soils. Since 2007, the porosity/binder ratio has been widely utilized as a control index for stabilized soil mixtures. However, this approach does not take into account the water content used during the stabilization process, which can affect the strength of the final product. To address this issue, this paper introduces the porosity-water and binder relationship as a new index to predict the strength of artificially cemented soils. The strengths of different stabilized soils were compared based on the new index and the comprehensive results were analyzed to demonstrate the efficacy of the new index. The findings indicate that the new index is an appropriate design parameter for soil–lime, soil–cement, and geopolymerized soil mixtures; moreover, the water content was identified to have no effect on the splitting tensile strength to compressive strength ratio. The results of this study provide valuable insights on the optimization of stabilized soils and development of improved soil stabilization processes.
    publisherASCE
    titleNovel Porosity-Water/Binder Index for Strength Prediction of Artificially Cemented Soils
    typeJournal Article
    journal volume36
    journal issue2
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/JMCEE7.MTENG-16432
    journal fristpage04023585-1
    journal lastpage04023585-6
    page6
    treeJournal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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