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    Effects of Phase Change Materials on the Freeze–Thaw Performance of Expansive Soil

    Source: Journal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 007::page 04023206-1
    Author:
    Yong Chen
    ,
    Yinghao Huang
    ,
    Shuo Wang
    ,
    Yanhu Mu
    DOI: 10.1061/JMCEE7.MTENG-15205
    Publisher: ASCE
    Abstract: Freeze–thaw cycles can deteriorate the expansive soil performance. Phase change materials (PCMs) absorb and store heavy latent heat from the environment, which can be utilized to mitigate freeze–thaw deteriorations in expansive soil. In this study, an environmentally friendly paraffin-based PCM was selected, which included two different forms: liquid (pPCM) and microcapsules (mPCM). The volume change, mechanical properties, thermal properties, and microstructure of the improved soil were studied. These results showed that PCMs can release considerable thermal energy during phase transitions, which improves the thermal stability of the soil. The pPCM enhanced the plasticity of soil and prevented brittle failure; mPCM reduced the damage to the soil microstructure caused by freeze–thaw cycles. Macroscopically, it weakened the swell–shrink behavior and limited the degradation of the resilient modulus, unconfined compressive strength, and failure strain of expansive soil. The optimal PCM content was determined based on the mechanical and thermal properties of the improved soil. This study provides a new idea for the engineering treatment of expansive soil in cold regions.
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      Effects of Phase Change Materials on the Freeze–Thaw Performance of Expansive Soil

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4293794
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    • Journal of Materials in Civil Engineering

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    contributor authorYong Chen
    contributor authorYinghao Huang
    contributor authorShuo Wang
    contributor authorYanhu Mu
    date accessioned2023-11-27T23:43:41Z
    date available2023-11-27T23:43:41Z
    date issued4/29/2023 12:00:00 AM
    date issued2023-04-29
    identifier otherJMCEE7.MTENG-15205.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4293794
    description abstractFreeze–thaw cycles can deteriorate the expansive soil performance. Phase change materials (PCMs) absorb and store heavy latent heat from the environment, which can be utilized to mitigate freeze–thaw deteriorations in expansive soil. In this study, an environmentally friendly paraffin-based PCM was selected, which included two different forms: liquid (pPCM) and microcapsules (mPCM). The volume change, mechanical properties, thermal properties, and microstructure of the improved soil were studied. These results showed that PCMs can release considerable thermal energy during phase transitions, which improves the thermal stability of the soil. The pPCM enhanced the plasticity of soil and prevented brittle failure; mPCM reduced the damage to the soil microstructure caused by freeze–thaw cycles. Macroscopically, it weakened the swell–shrink behavior and limited the degradation of the resilient modulus, unconfined compressive strength, and failure strain of expansive soil. The optimal PCM content was determined based on the mechanical and thermal properties of the improved soil. This study provides a new idea for the engineering treatment of expansive soil in cold regions.
    publisherASCE
    titleEffects of Phase Change Materials on the Freeze–Thaw Performance of Expansive Soil
    typeJournal Article
    journal volume35
    journal issue7
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/JMCEE7.MTENG-15205
    journal fristpage04023206-1
    journal lastpage04023206-14
    page14
    treeJournal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 007
    contenttypeFulltext
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