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    Effect of Porosity on the Prediction of Natural Frequencies of Cylindrical Rock Samples: Analytical Model and Experiments

    Source: International Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 008::page 04025157-1
    Author:
    Zhao Zhang
    ,
    Zewen Gu
    ,
    Xiangqing Kong
    ,
    Baoshan Liu
    ,
    Zidong Wang
    ,
    Jianlin Liu
    DOI: 10.1061/IJGNAI.GMENG-10837
    Publisher: American Society of Civil Engineers
    Abstract: The prediction of natural frequencies of porous rock samples is essential for investigating their dynamic behaviors. Utilizing a cylinder vibration model governed by the Lame–Navier equation, a novel analytical model was developed to accurately predict the natural frequencies of a porous cylindrical rock sample by incorporating Nur’s (or Krief’s) model. The influence of pore structural differences on natural frequencies was explored via analytical solutions and finite-element (FE) simulations, considering the ideal cylindrical and conical holes. Microcomputed tomography and digital core techniques are subsequently employed to investigate the effect of real pore distribution on natural frequencies, with extracted precise pore geometries being imported into the FE model for simulation purposes. The analytical model can overcome the limitations of conventional spring-dashpot models of rocks, and its effectiveness in determining natural frequencies was validated through resonance experiments and FE simulations. It is found that as porosity increases, there is a consistent decrease in natural frequency; however, the main factors affecting porosity are different and scale-dependent. The present research provides valuable insights into the porosity effect on natural frequencies of rock samples, thereby establishing a theoretical foundation for various engineering applications such as resonance-enhanced drilling.
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      Effect of Porosity on the Prediction of Natural Frequencies of Cylindrical Rock Samples: Analytical Model and Experiments

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    contributor authorZhao Zhang
    contributor authorZewen Gu
    contributor authorXiangqing Kong
    contributor authorBaoshan Liu
    contributor authorZidong Wang
    contributor authorJianlin Liu
    date accessioned2025-08-17T22:18:27Z
    date available2025-08-17T22:18:27Z
    date copyright8/1/2025 12:00:00 AM
    date issued2025
    identifier otherIJGNAI.GMENG-10837.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4306745
    description abstractThe prediction of natural frequencies of porous rock samples is essential for investigating their dynamic behaviors. Utilizing a cylinder vibration model governed by the Lame–Navier equation, a novel analytical model was developed to accurately predict the natural frequencies of a porous cylindrical rock sample by incorporating Nur’s (or Krief’s) model. The influence of pore structural differences on natural frequencies was explored via analytical solutions and finite-element (FE) simulations, considering the ideal cylindrical and conical holes. Microcomputed tomography and digital core techniques are subsequently employed to investigate the effect of real pore distribution on natural frequencies, with extracted precise pore geometries being imported into the FE model for simulation purposes. The analytical model can overcome the limitations of conventional spring-dashpot models of rocks, and its effectiveness in determining natural frequencies was validated through resonance experiments and FE simulations. It is found that as porosity increases, there is a consistent decrease in natural frequency; however, the main factors affecting porosity are different and scale-dependent. The present research provides valuable insights into the porosity effect on natural frequencies of rock samples, thereby establishing a theoretical foundation for various engineering applications such as resonance-enhanced drilling.
    publisherAmerican Society of Civil Engineers
    titleEffect of Porosity on the Prediction of Natural Frequencies of Cylindrical Rock Samples: Analytical Model and Experiments
    typeJournal Article
    journal volume25
    journal issue8
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/IJGNAI.GMENG-10837
    journal fristpage04025157-1
    journal lastpage04025157-12
    page12
    treeInternational Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 008
    contenttypeFulltext
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