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    Temperature-Dependent Classification of Geopolymers Derived From Granite Designed for Well Cementing Applications

    Source: ASME Open Journal of Engineering:;2023:;volume( 002 )::page 21040-1
    Author:
    Chamssine, Fawzi
    ,
    Agista, Madhan Nur
    ,
    Khalifeh, Mahmoud
    DOI: 10.1115/1.4063027
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Alternative materials such as geopolymers appear to have potential advantages compared to Portland cement. However, the application of geopolymers for all sections of the well is still a major challenge due to the difference in temperature ranges. To that end, the classification of the granite-based geopolymer mix designs requires a thorough investigation of various properties at a range of different operational temperatures. In this study, three mix designs are presented for different well sections at temperatures ranging from 5 °C to 60 °C. The mix designs for low temperatures (<50 °C) were tuned by adding CaO to the dry solid blend. Workability, rheology, short-term compressive strength, and X-ray diffraction (XRD) analysis were conducted to conclude the performance of the mix designs under study. Results highlight the presence of Ca content (wt%) in mix designs and its role in enhancing material performance at low operational temperatures. The study reveals a promising future application of the granite-based geopolymer for well construction and abandonment at varying depths with recommendations for further improving the performance by the addition of chemical admixtures. In addition, the relation between temperature and Ca content was highlighted, and more investigations into the kinetics governing these two parameters were recommended.
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      Temperature-Dependent Classification of Geopolymers Derived From Granite Designed for Well Cementing Applications

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4294201
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    contributor authorChamssine, Fawzi
    contributor authorAgista, Madhan Nur
    contributor authorKhalifeh, Mahmoud
    date accessioned2023-11-29T18:32:03Z
    date available2023-11-29T18:32:03Z
    date copyright8/17/2023 12:00:00 AM
    date issued8/17/2023 12:00:00 AM
    date issued2023-08-17
    identifier issn2770-3495
    identifier otheraoje_2_021040.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4294201
    description abstractAlternative materials such as geopolymers appear to have potential advantages compared to Portland cement. However, the application of geopolymers for all sections of the well is still a major challenge due to the difference in temperature ranges. To that end, the classification of the granite-based geopolymer mix designs requires a thorough investigation of various properties at a range of different operational temperatures. In this study, three mix designs are presented for different well sections at temperatures ranging from 5 °C to 60 °C. The mix designs for low temperatures (<50 °C) were tuned by adding CaO to the dry solid blend. Workability, rheology, short-term compressive strength, and X-ray diffraction (XRD) analysis were conducted to conclude the performance of the mix designs under study. Results highlight the presence of Ca content (wt%) in mix designs and its role in enhancing material performance at low operational temperatures. The study reveals a promising future application of the granite-based geopolymer for well construction and abandonment at varying depths with recommendations for further improving the performance by the addition of chemical admixtures. In addition, the relation between temperature and Ca content was highlighted, and more investigations into the kinetics governing these two parameters were recommended.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleTemperature-Dependent Classification of Geopolymers Derived From Granite Designed for Well Cementing Applications
    typeJournal Paper
    journal volume2
    journal issue-
    journal titleASME Open Journal of Engineering
    identifier doi10.1115/1.4063027
    journal fristpage21040-1
    journal lastpage21040-6
    page6
    treeASME Open Journal of Engineering:;2023:;volume( 002 )
    contenttypeFulltext
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