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<p>In this study, the role of zeolite and polyvinyl alcohol (PVA) fibers on the durability of cement-stabilized clayey sand soil under freeze–thaw and wet–dry cycles was investigated. Laboratory tests, including unconfined compressive strength (UCS), scanning electron microscope (SEM), and ultrasonic pulse velocity (UPV), were performed to evaluate the effect of zeolite replacement ratio and fiber content on the durability and mechanical characteristics of the stabilized soil. The results showed that the mechanical properties of cemented samples decreased significantly under wet–dry cycles compared to freeze–thaw cycles. The optimal zeolite replacement ratio to achieve the most appropriate durability behavior of cement-treated clayey sand was 20%. Compared to the unreinforced samples, the samples with 0.8% fibers showed a lower reduction in UCS and mass loss under wet–dry and freeze–thaw cycles. The reduction in UCS was limited to 13% and 15%, respectively. The mass loss was limited to 5.2%, which indicates the positive effect of fibers in improving the durability of soil. Samples containing zeolite and fibers had lower mass loss in wet–dry and freeze–thaw conditions than samples without zeolite and fibers. Finally, the SEM microstructural observations justified the results of the durability tests.</p>

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Enhancing the Durability of Cement-Stabilized Clayey Sand with Zeolite and PVA Fibers Under Wet–Dry and Freeze–Thaw Cycles

  • 期刊论文

  • 发表日期：

    2025年6月12日

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  • Mohsen Ramezani,
  • Saman Soleimani Kutanaei,
  • Ali Seyedkazemi,
  • Ali Esfandiari Fard

摘要

In this study, the role of zeolite and polyvinyl alcohol (PVA) fibers on the durability of cement-stabilized clayey sand soil under freeze–thaw and wet–dry cycles was investigated. Laboratory tests, including unconfined compressive strength (UCS), scanning electron microscope (SEM), and ultrasonic pulse velocity (UPV), were performed to evaluate the effect of zeolite replacement ratio and fiber content on the durability and mechanical characteristics of the stabilized soil. The results showed that the mechanical properties of cemented samples decreased significantly under wet–dry cycles compared to freeze–thaw cycles. The optimal zeolite replacement ratio to achieve the most appropriate durability behavior of cement-treated clayey sand was 20%. Compared to the unreinforced samples, the samples with 0.8% fibers showed a lower reduction in UCS and mass loss under wet–dry and freeze–thaw cycles. The reduction in UCS was limited to 13% and 15%, respectively. The mass loss was limited to 5.2%, which indicates the positive effect of fibers in improving the durability of soil. Samples containing zeolite and fibers had lower mass loss in wet–dry and freeze–thaw conditions than samples without zeolite and fibers. Finally, the SEM microstructural observations justified the results of the durability tests.