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    Penetration Lengths of Agar Gum and Gellan Gum Used for Injection Grouting into Porous Media at Different Pressures

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2025:;Volume ( 151 ):;issue: 004::page 04025011-1
    Author:
    Minyatul Falihah
    ,
    Seokgu Gang
    ,
    Jae-Eun Ryou
    ,
    Won-Taek Hong
    ,
    Jongwon Jung
    DOI: 10.1061/JGGEFK.GTENG-12696
    Publisher: American Society of Civil Engineers
    Abstract: In the context of ground improvement applications, this study analyzes the radial penetration length during the permeation grouting of thermal gelation biopolymers (TG-BP) into granular soil. Two types of TG-BP were employed, agar gum (AG) and gellan gum (GG). The penetration length was analyzed using a Hele-Shaw cell apparatus to evaluate the effect of pressure injection on the radial penetration length. It was found that viscosity played a key role in permeation of the biopolymer grouts. Thus, a temperature range of 70–90°C was used to maintain the low viscosities of the AG and GG solutions at concentrations of 0.25 wt%, 0.5 wt%, 1 wt%, and 1.5 wt%. A two-dimensional (2D) test was conducted, and the accuracy of its results was evaluated through a one-dimensional (1D) test. The results showed that in the 2D test, the penetration length increased as the injection pressure increased for both biopolymers (AG and GG), thereby correlating with the results of the 1D test. Moreover, an injection test indicated a significant increase in the permeation length with a decreasing effective viscosity at higher injection pressures. At the same effective viscosity and pressure, the penetration length was identical, even for different grout materials.
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      Penetration Lengths of Agar Gum and Gellan Gum Used for Injection Grouting into Porous Media at Different Pressures

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    contributor authorMinyatul Falihah
    contributor authorSeokgu Gang
    contributor authorJae-Eun Ryou
    contributor authorWon-Taek Hong
    contributor authorJongwon Jung
    date accessioned2025-04-20T10:37:11Z
    date available2025-04-20T10:37:11Z
    date copyright1/27/2025 12:00:00 AM
    date issued2025
    identifier otherJGGEFK.GTENG-12696.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4305077
    description abstractIn the context of ground improvement applications, this study analyzes the radial penetration length during the permeation grouting of thermal gelation biopolymers (TG-BP) into granular soil. Two types of TG-BP were employed, agar gum (AG) and gellan gum (GG). The penetration length was analyzed using a Hele-Shaw cell apparatus to evaluate the effect of pressure injection on the radial penetration length. It was found that viscosity played a key role in permeation of the biopolymer grouts. Thus, a temperature range of 70–90°C was used to maintain the low viscosities of the AG and GG solutions at concentrations of 0.25 wt%, 0.5 wt%, 1 wt%, and 1.5 wt%. A two-dimensional (2D) test was conducted, and the accuracy of its results was evaluated through a one-dimensional (1D) test. The results showed that in the 2D test, the penetration length increased as the injection pressure increased for both biopolymers (AG and GG), thereby correlating with the results of the 1D test. Moreover, an injection test indicated a significant increase in the permeation length with a decreasing effective viscosity at higher injection pressures. At the same effective viscosity and pressure, the penetration length was identical, even for different grout materials.
    publisherAmerican Society of Civil Engineers
    titlePenetration Lengths of Agar Gum and Gellan Gum Used for Injection Grouting into Porous Media at Different Pressures
    typeJournal Article
    journal volume151
    journal issue4
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/JGGEFK.GTENG-12696
    journal fristpage04025011-1
    journal lastpage04025011-12
    page12
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2025:;Volume ( 151 ):;issue: 004
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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