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    Durability of Rammed Earth Materials

    Source: International Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 011
    Author:
    Saeid Ghasemalizadeh
    ,
    Vahab Toufigh
    DOI: 10.1061/(ASCE)GM.1943-5622.0001829
    Publisher: ASCE
    Abstract: Rammed earth (RE) is a low-embodied-energy construction technique that attracted the attention of engineers in recent years. To date, few studies have investigated the chemical deterioration of RE. This study investigated the durability of cement-stabilized rammed earth (CSRE) for 1 year under aggressive environments. Three cement contents were considered for preparing the CSRE specimens. They were exposed to acidic, alkaline, sulfate, and high-moisture environments. The mechanical properties of the CSRE specimens were determined at intervals of 1, 3, 6, 9, and 12 months of immersion in solutions. Results revealed that the sulfate environment was the most destructive solution for the CSRE specimens, which caused complete degradation of low-cement specimens and significantly decreased the compressive strength of high cement content CSRE. Scanning electron microscopy demonstrated the formation of ettringite for specimens submerged in sulfate solution. CSRE with small cement content was also completely disintegrated after 6 and 9 months of exposure in alkaline and acid environments, respectively. However, the acidic environment did not considerably affect the compressive strength of higher cement content CSRE, and the alkaline environment improved the compressive strength. Mathematical relationships are proposed between the compressive strength, Young's modulus, and ultrasonic pulse velocity for higher cement content specimens. Finally, multiobjective optimization by desirability function was used to minimize the cement content and maximize the compressive strength, simultaneously.
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      Durability of Rammed Earth Materials

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    contributor authorSaeid Ghasemalizadeh
    contributor authorVahab Toufigh
    date accessioned2022-01-30T21:46:30Z
    date available2022-01-30T21:46:30Z
    date issued11/1/2020 12:00:00 AM
    identifier other%28ASCE%29GM.1943-5622.0001829.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4268817
    description abstractRammed earth (RE) is a low-embodied-energy construction technique that attracted the attention of engineers in recent years. To date, few studies have investigated the chemical deterioration of RE. This study investigated the durability of cement-stabilized rammed earth (CSRE) for 1 year under aggressive environments. Three cement contents were considered for preparing the CSRE specimens. They were exposed to acidic, alkaline, sulfate, and high-moisture environments. The mechanical properties of the CSRE specimens were determined at intervals of 1, 3, 6, 9, and 12 months of immersion in solutions. Results revealed that the sulfate environment was the most destructive solution for the CSRE specimens, which caused complete degradation of low-cement specimens and significantly decreased the compressive strength of high cement content CSRE. Scanning electron microscopy demonstrated the formation of ettringite for specimens submerged in sulfate solution. CSRE with small cement content was also completely disintegrated after 6 and 9 months of exposure in alkaline and acid environments, respectively. However, the acidic environment did not considerably affect the compressive strength of higher cement content CSRE, and the alkaline environment improved the compressive strength. Mathematical relationships are proposed between the compressive strength, Young's modulus, and ultrasonic pulse velocity for higher cement content specimens. Finally, multiobjective optimization by desirability function was used to minimize the cement content and maximize the compressive strength, simultaneously.
    publisherASCE
    titleDurability of Rammed Earth Materials
    typeJournal Paper
    journal volume20
    journal issue11
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/(ASCE)GM.1943-5622.0001829
    page16
    treeInternational Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 011
    contenttypeFulltext
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