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    A Two-Dimensional Moisture Diffusion Continuous Model for Simulating Dry Shrinkage and Cracking of Soil

    Source: International Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 010::page 04022172
    Author:
    Chengzeng Yan
    ,
    Hui Ma
    ,
    Zhicheng Tang
    ,
    Wenhui Ke
    DOI: 10.1061/(ASCE)GM.1943-5622.0002570
    Publisher: ASCE
    Abstract: Dry shrinkage cracking of soil is a common phenomenon in nature. The shrinking and cracking of soil have been linked to several geological disasters. To simulate dry shrinkage cracking in soil, we present a continuous 2D moisture diffusion model, which is implemented in a GPU parallel multiphysics finite-discrete element software, namely MultiFracS. In this model, the moisture distribution of the system is analyzed initially, then the shrinkage stress caused by the change of moisture is calculated. Finally, the shrinkage stress is applied to the governing equation of FDEM to calculate the mechanical fracture. By repeating the preceding procedures, the soil shrinkage cracking problem can be simulated and investigated. We first verify the correctness of the model in dealing with the moisture diffusion problem in a continuous medium. Then we study the soil dry shrinkage and cracking, and compare the simulation results with the experimental results. The simulation results are in good agreement with the analytical solution or the existing literature results, which verifies the effectiveness of the 2D moisture diffusion continuous model to simulate the dry shrinkage cracking of soil.
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      A Two-Dimensional Moisture Diffusion Continuous Model for Simulating Dry Shrinkage and Cracking of Soil

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4289128
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    • International Journal of Geomechanics

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    contributor authorChengzeng Yan
    contributor authorHui Ma
    contributor authorZhicheng Tang
    contributor authorWenhui Ke
    date accessioned2023-04-07T00:29:26Z
    date available2023-04-07T00:29:26Z
    date issued2022/10/01
    identifier other%28ASCE%29GM.1943-5622.0002570.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4289128
    description abstractDry shrinkage cracking of soil is a common phenomenon in nature. The shrinking and cracking of soil have been linked to several geological disasters. To simulate dry shrinkage cracking in soil, we present a continuous 2D moisture diffusion model, which is implemented in a GPU parallel multiphysics finite-discrete element software, namely MultiFracS. In this model, the moisture distribution of the system is analyzed initially, then the shrinkage stress caused by the change of moisture is calculated. Finally, the shrinkage stress is applied to the governing equation of FDEM to calculate the mechanical fracture. By repeating the preceding procedures, the soil shrinkage cracking problem can be simulated and investigated. We first verify the correctness of the model in dealing with the moisture diffusion problem in a continuous medium. Then we study the soil dry shrinkage and cracking, and compare the simulation results with the experimental results. The simulation results are in good agreement with the analytical solution or the existing literature results, which verifies the effectiveness of the 2D moisture diffusion continuous model to simulate the dry shrinkage cracking of soil.
    publisherASCE
    titleA Two-Dimensional Moisture Diffusion Continuous Model for Simulating Dry Shrinkage and Cracking of Soil
    typeJournal Article
    journal volume22
    journal issue10
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/(ASCE)GM.1943-5622.0002570
    journal fristpage04022172
    journal lastpage04022172_13
    page13
    treeInternational Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 010
    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
    yabeshDSpacePersian