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    Moisture Content and Compressive Strength of Rammed Earth Construction Mixtures in Hot Arid Regions: The Case of Amman, Jordan

    Source: Journal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 002::page 04023584-1
    Author:
    Amer Al-Jokhadar
    ,
    Yasmine Soudi
    ,
    Yasser Abu Hashem
    ,
    Ahmad Masoud
    DOI: 10.1061/JMCEE7.MTENG-16139
    Publisher: ASCE
    Abstract: Alternative building materials, such as adobe and rammed earth, can help reduce construction costs and carbon-dioxide emissions, making them an important part of sustainable building practices. Rammed earth building walls are substantial, long-lasting, heat-resistant, and recyclable because they are constructed by compressing naturally damp soil between temporary forms. Using mud in contemporary buildings presents several challenges, including durability and strength. This study investigated the impact of incorporating regular portland cement, quicklime (calcium oxide), and a self-polymerizable acrylic-based resin (a transparent bonding agent) into a soil mixture to address these problems. The optimal moisture content that maximizes compressive strength was also investigated. The results demonstrated that the optimum moisture content for maximum compressive strength and dry density was identical as the soil content in a mixture increased. The increase in the compressive strength and reduction in cracking can be attributed to the optimal proportions of regular portland cement, self-polymerizable acrylic-based resin, and quicklime. This study can serve as a guide for mixing appropriate proportions of materials that would yield the optimum mechanical properties for rammed earth construction in hot arid regions.
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      Moisture Content and Compressive Strength of Rammed Earth Construction Mixtures in Hot Arid Regions: The Case of Amman, Jordan

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4297835
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    contributor authorAmer Al-Jokhadar
    contributor authorYasmine Soudi
    contributor authorYasser Abu Hashem
    contributor authorAhmad Masoud
    date accessioned2024-04-27T22:55:18Z
    date available2024-04-27T22:55:18Z
    date issued2024/02/01
    identifier other10.1061-JMCEE7.MTENG-16139.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4297835
    description abstractAlternative building materials, such as adobe and rammed earth, can help reduce construction costs and carbon-dioxide emissions, making them an important part of sustainable building practices. Rammed earth building walls are substantial, long-lasting, heat-resistant, and recyclable because they are constructed by compressing naturally damp soil between temporary forms. Using mud in contemporary buildings presents several challenges, including durability and strength. This study investigated the impact of incorporating regular portland cement, quicklime (calcium oxide), and a self-polymerizable acrylic-based resin (a transparent bonding agent) into a soil mixture to address these problems. The optimal moisture content that maximizes compressive strength was also investigated. The results demonstrated that the optimum moisture content for maximum compressive strength and dry density was identical as the soil content in a mixture increased. The increase in the compressive strength and reduction in cracking can be attributed to the optimal proportions of regular portland cement, self-polymerizable acrylic-based resin, and quicklime. This study can serve as a guide for mixing appropriate proportions of materials that would yield the optimum mechanical properties for rammed earth construction in hot arid regions.
    publisherASCE
    titleMoisture Content and Compressive Strength of Rammed Earth Construction Mixtures in Hot Arid Regions: The Case of Amman, Jordan
    typeJournal Article
    journal volume36
    journal issue2
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/JMCEE7.MTENG-16139
    journal fristpage04023584-1
    journal lastpage04023584-7
    page7
    treeJournal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 002
    contenttypeFulltext
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