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Hydraulic and Swell–Shrink Characteristics of Clay and Recycled Zeolite Mixtures for Liner Construction in Sustainable Waste Landfill

Author

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  • Marcin K. Widomski

    (Faculty of Environmental Engineering, Lublin University of Technology, Nadbystrzycka 40 B, 20-618 Lublin, Poland)

  • Anna Musz-Pomorska

    (Faculty of Environmental Engineering, Lublin University of Technology, Nadbystrzycka 40 B, 20-618 Lublin, Poland)

  • Wojciech Franus

    (Faculty of Civil Engineering and Architecture, Lublin University of Technology, Nadbystrzycka 40, 20-618 Lublin, Poland)

Abstract

This paper presents research considering hydraulic as well as swelling and shrinkage characteristics of potential recycled fine particle materials for compacted clay liner for sustainable landfills. Five locally available clay soils mixed with 10% (by mass) of NaP1 recycled zeolite were tested. The performed analysis was based on determined plasticity, cation exchange capacity, coefficient of saturated hydraulic conductivity after compaction, several shrinkage and swelling characteristics as well as, finally, saturated hydraulic conductivity after three cycles of drying and rewetting of tested specimens and the reference samples. The obtained results showed that addition of zeolite to clay soils allowed reduction in their saturated hydraulic conductivity to meet the required threshold (≤1 × 10 −9 m/s) of sealing capabilities for compacted clay liner. On the other hand, an increase in plasticity, swelling, and in several cases in shrinkage, of the clay–zeolite mixture was observed. Finally, none of the tested mixtures was able to sustain its sealing capabilities after three cycles of drying and rewetting. Thus, the studied clayey soils mixed with sustainable recycled zeolite were assessed as promising materials for compacted liner construction. However, the liner should be operated carefully to avoid extensive dissication and cracking.

Suggested Citation

  • Marcin K. Widomski & Anna Musz-Pomorska & Wojciech Franus, 2021. "Hydraulic and Swell–Shrink Characteristics of Clay and Recycled Zeolite Mixtures for Liner Construction in Sustainable Waste Landfill," Sustainability, MDPI, vol. 13(13), pages 1-20, June.
    • Handle: RePEc:gam:jsusta:v:13:y:2021:i:13:p:7301-:d:585177
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    References listed on IDEAS

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    1. Steffen Beck-Broichsitter & Horst H. Gerke & Rainer Horn, 2018. "Shrinkage Characteristics of Boulder Marl as Sustainable Mineral Liner Material for Landfill Capping Systems," Sustainability, MDPI, vol. 10(11), pages 1-17, November.
    2. Marcin Konrad Widomski & Witol Stępniewski & Anna Musz-Pomorska, 2018. "Clays of Different Plasticity as Materials for Landfill Liners in Rural Systems of Sustainable Waste Management," Sustainability, MDPI, vol. 10(7), pages 1-16, July.
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    Cited by:

    1. Sanaz Soltaninejad & Seyed Morteza Marandi & Naveen BP, 2023. "Performance Evaluation of Clay Plastic Concrete of Cement and Epoxy Resin Composite as a Sustainable Construction Material in the Durability Process," Sustainability, MDPI, vol. 15(11), pages 1-32, June.
    2. Xin-Po Sun & Ze-Hao Ding & Yu-Zhang Bi & Xin-Yi Wang, 2022. "Water-Holding Properties of Clinoptilolite/Sodium Polyacrylate-Modified Compacted Clay Cover of Tailing Pond," IJERPH, MDPI, vol. 19(23), pages 1-20, November.
    3. Yibo Zhang & Yan Liu & Xuefeng Min & Qifan Jiang & Weizhou Su, 2022. "Selection of Landfill Cover Materials Based on Data Envelopment Analysis (DEA)—A Case Study on Four Typical Covering Materials," Sustainability, MDPI, vol. 14(17), pages 1-13, August.

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