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    Experimental Study on the Dynamic Evolution Characteristics of Desiccation Cracking of Fiber-Improved Fine-Grained Coral Soil

    Source: International Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 004::page 04025025-1
    Author:
    Huaqiang Fang
    ,
    Xuanming Ding
    ,
    Chunyong Jiang
    ,
    Yifu Li
    ,
    Hong Wang
    ,
    Junyu Ren
    ,
    Zheng Li
    DOI: 10.1061/IJGNAI.GMENG-9541
    Publisher: American Society of Civil Engineers
    Abstract: This study was aimed at exploring the dynamic evolution characteristics of desiccation cracking in fiber-improved fine-grained coral soil, with a focus on the effects of layer thickness and polyvinyl alcohol (PVA) fiber (vinylon staple fibers) content. Through desiccation cracking tests and image processing technology, the evaporative water-loss characteristics, change in crack parameters, fractal dimension, crack propagation velocities, and morphological distribution of the fine-grained coral soil were obtained. The dynamic evolution law of cracks under the coupling effect of layer thickness and fiber content was acquired. The multiscale characteristics of soil macroscopic, mesoscopic, and microscopic cracks were determined. The PVA fibers exhibited good adhesion to the soil particles and played a bridging role in the multiscale cracks in the fine-grained coral soil. However, the presence of the fibers also led to the generation of finer microscopic cracks. In addition, the crack evolution mechanism and cracking criterion in fine-grained coral soil under the coupling effect of PVA fiber and layer thickness were elucidated. The results are highly significant for the potential development and optimal utilization of fine-grained coral soils in the near future.
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      Experimental Study on the Dynamic Evolution Characteristics of Desiccation Cracking of Fiber-Improved Fine-Grained Coral Soil

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4304578
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    • International Journal of Geomechanics

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    contributor authorHuaqiang Fang
    contributor authorXuanming Ding
    contributor authorChunyong Jiang
    contributor authorYifu Li
    contributor authorHong Wang
    contributor authorJunyu Ren
    contributor authorZheng Li
    date accessioned2025-04-20T10:22:08Z
    date available2025-04-20T10:22:08Z
    date copyright1/23/2025 12:00:00 AM
    date issued2025
    identifier otherIJGNAI.GMENG-9541.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4304578
    description abstractThis study was aimed at exploring the dynamic evolution characteristics of desiccation cracking in fiber-improved fine-grained coral soil, with a focus on the effects of layer thickness and polyvinyl alcohol (PVA) fiber (vinylon staple fibers) content. Through desiccation cracking tests and image processing technology, the evaporative water-loss characteristics, change in crack parameters, fractal dimension, crack propagation velocities, and morphological distribution of the fine-grained coral soil were obtained. The dynamic evolution law of cracks under the coupling effect of layer thickness and fiber content was acquired. The multiscale characteristics of soil macroscopic, mesoscopic, and microscopic cracks were determined. The PVA fibers exhibited good adhesion to the soil particles and played a bridging role in the multiscale cracks in the fine-grained coral soil. However, the presence of the fibers also led to the generation of finer microscopic cracks. In addition, the crack evolution mechanism and cracking criterion in fine-grained coral soil under the coupling effect of PVA fiber and layer thickness were elucidated. The results are highly significant for the potential development and optimal utilization of fine-grained coral soils in the near future.
    publisherAmerican Society of Civil Engineers
    titleExperimental Study on the Dynamic Evolution Characteristics of Desiccation Cracking of Fiber-Improved Fine-Grained Coral Soil
    typeJournal Article
    journal volume25
    journal issue4
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/IJGNAI.GMENG-9541
    journal fristpage04025025-1
    journal lastpage04025025-21
    page21
    treeInternational Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 004
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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