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    Nondestructive Evaluation of Limestone Damage Thresholds: A P-Wave Velocity–Based Approach Integrating Nonlinear Response and Crack Network Evolution

    Source: Journal of Materials in Civil Engineering:;2026:;Volume ( 038 ):;issue: 007::page 04026186-1
    Author:
    Zihao, Han
    ,
    Suhatril, Meldi
    ,
    Hashim, Huzaifa
    ,
    Sari, Puteri Azura
    ,
    Xi, Zhu
    DOI: 10.1061/JMCEE7.MTENG-21869
    Publisher: American Society of Civil Engineers
    Abstract: AbstractUnderstanding the damage evolution and strength degradation of limestone under external disturbances is critical for ensuring the stability of underground engineering structures. This study presents a comprehensive experimental investigation on ...Practical ApplicationsThe safe maintenance of underground structures—such as tunnels and mines—faces a critical challenge: real-time identification of impending rock mass failure remains difficult. This study presents a simple and effective solution that ...
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      Nondestructive Evaluation of Limestone Damage Thresholds: A P-Wave Velocity–Based Approach Integrating Nonlinear Response and Crack Network Evolution

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4312605
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    contributor authorZihao, Han
    contributor authorSuhatril, Meldi
    contributor authorHashim, Huzaifa
    contributor authorSari, Puteri Azura
    contributor authorXi, Zhu
    date accessioned2026-08-20T11:44:16Z
    date available2026-08-20T11:44:16Z
    date copyright2026/04/24
    date issued2026
    identifier otherJMCEE7.MTENG-21869.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4312605
    description abstractAbstractUnderstanding the damage evolution and strength degradation of limestone under external disturbances is critical for ensuring the stability of underground engineering structures. This study presents a comprehensive experimental investigation on ...Practical ApplicationsThe safe maintenance of underground structures—such as tunnels and mines—faces a critical challenge: real-time identification of impending rock mass failure remains difficult. This study presents a simple and effective solution that ...
    publisherAmerican Society of Civil Engineers
    titleNondestructive Evaluation of Limestone Damage Thresholds: A P-Wave Velocity–Based Approach Integrating Nonlinear Response and Crack Network Evolution
    typeJournal Article
    journal volume38
    journal issue7
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/JMCEE7.MTENG-21869
    journal fristpage04026186-1
    journal lastpage04026186-12
    page12
    treeJournal of Materials in Civil Engineering:;2026:;Volume ( 038 ):;issue: 007
    contenttypeFulltext
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