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    Comprehensive Evaluation of Grouting Effectiveness Combining Qualitative On-Site Tests and Improved Fuzzy Integration with Entropy Weight Method: Case Study of a Mountain Tunnel

    Source: Journal of Construction Engineering and Management:;2025:;Volume ( 151 ):;issue: 004::page 04025020-1
    Author:
    Runfang Sun
    ,
    Qixiang Yan
    ,
    Chuan Zhang
    ,
    Minjie Qiao
    ,
    Junnan Ren
    DOI: 10.1061/JCEMD4.COENG-14680
    Publisher: American Society of Civil Engineers
    Abstract: Grouting can considerably reduce water leakage and rock collapse disasters in mountain tunnels. Evaluating postgrouting effects is crucial for ensuring grouting quality. However, because grouting is a multifaceted problem, the quantitative evaluation of grouting effects remains challenging. Moreover, single-aspect evaluations often yield inaccurate results. To address these problems, this study comprehensively evaluated grouting effectiveness by combining qualitative and quantitative approaches based on three aspects, namely, grouting integrity, continuity, and sturdiness. An improved fuzzy integration using an entropy weight method (EWM) is proposed for quantifying tunnel grouting. As another key approach, numerous on-site tests were conducted to visually assess grouting effects. The conventional analytic hierarchy process (AHP)–fuzzy method was used to validate the EWM–fuzzy method. The results of the improved integration were consistent with those of the AHP–fuzzy method and the on-site tests, demonstrating the reliability of the proposed integration. Moreover, the AHP–fuzzy process was analyzed by assigning all applicable scale values in the nine-scale method, which is typically ignored. This analysis revealed that grouting integrity and continuity significantly influenced scores negatively, contrasting with the positive influence of sturdiness. Importantly, higher scale values did not uniformly improve results; outcomes depended on entries in judgment and membership matrices. The results of the study provide a reference for evaluating and managing tunnel grouting projects and related multifaceted problems. The proposed EWM–fuzzy integration provides a more efficient approach compared with the AHP–fuzzy process, highlighting the potential for using advanced methods. Finally, the enhanced AHP–fuzzy method resolves the shortcomings in single-value assignment within the nine-scale method.
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      Comprehensive Evaluation of Grouting Effectiveness Combining Qualitative On-Site Tests and Improved Fuzzy Integration with Entropy Weight Method: Case Study of a Mountain Tunnel

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4307223
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    contributor authorRunfang Sun
    contributor authorQixiang Yan
    contributor authorChuan Zhang
    contributor authorMinjie Qiao
    contributor authorJunnan Ren
    date accessioned2025-08-17T22:38:09Z
    date available2025-08-17T22:38:09Z
    date copyright4/1/2025 12:00:00 AM
    date issued2025
    identifier otherJCEMD4.COENG-14680.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4307223
    description abstractGrouting can considerably reduce water leakage and rock collapse disasters in mountain tunnels. Evaluating postgrouting effects is crucial for ensuring grouting quality. However, because grouting is a multifaceted problem, the quantitative evaluation of grouting effects remains challenging. Moreover, single-aspect evaluations often yield inaccurate results. To address these problems, this study comprehensively evaluated grouting effectiveness by combining qualitative and quantitative approaches based on three aspects, namely, grouting integrity, continuity, and sturdiness. An improved fuzzy integration using an entropy weight method (EWM) is proposed for quantifying tunnel grouting. As another key approach, numerous on-site tests were conducted to visually assess grouting effects. The conventional analytic hierarchy process (AHP)–fuzzy method was used to validate the EWM–fuzzy method. The results of the improved integration were consistent with those of the AHP–fuzzy method and the on-site tests, demonstrating the reliability of the proposed integration. Moreover, the AHP–fuzzy process was analyzed by assigning all applicable scale values in the nine-scale method, which is typically ignored. This analysis revealed that grouting integrity and continuity significantly influenced scores negatively, contrasting with the positive influence of sturdiness. Importantly, higher scale values did not uniformly improve results; outcomes depended on entries in judgment and membership matrices. The results of the study provide a reference for evaluating and managing tunnel grouting projects and related multifaceted problems. The proposed EWM–fuzzy integration provides a more efficient approach compared with the AHP–fuzzy process, highlighting the potential for using advanced methods. Finally, the enhanced AHP–fuzzy method resolves the shortcomings in single-value assignment within the nine-scale method.
    publisherAmerican Society of Civil Engineers
    titleComprehensive Evaluation of Grouting Effectiveness Combining Qualitative On-Site Tests and Improved Fuzzy Integration with Entropy Weight Method: Case Study of a Mountain Tunnel
    typeJournal Article
    journal volume151
    journal issue4
    journal titleJournal of Construction Engineering and Management
    identifier doi10.1061/JCEMD4.COENG-14680
    journal fristpage04025020-1
    journal lastpage04025020-18
    page18
    treeJournal of Construction Engineering and Management:;2025:;Volume ( 151 ):;issue: 004
    contenttypeFulltext
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