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Articles

Vol. 1 (2025)

Biodegradable PLA/Bio-PE Thin-Film Encapsulation of Bio-PCMsfor Geotechnical Freeze–Thaw Applications

Submitted
August 12, 2025
Published
2025-09-05

Abstract

This study introduces biodegradable thin-film encapsulation of bio-based phase change materials (Bio-PCMs) using PLA and Bio-PE polymers as a novel materials-engineering solution for geotechnical freeze–thaw applications. Expansive subgrade soils in cold climates suffer severe deterioration due to freeze–thaw cycling, leading to premature pavement distress. By embedding PLA/Bio-PE encapsulated Bio-PCMs (coconut oil, soy wax, lauric acid) into black cotton soil, the approach combines thermal buffering with environmental sustainability. This study evaluates the feasibility of using biodegradable thin-film encapsulated phase change material (Bio-PCM) capsules to enhance thermal stability and mechanical durability of black cotton soil subgrades. Bio-PCMs (coconut oil, soy wax, lauric acid) were encapsulated in PLA/Bio-PE films using a heat-seal process and incorporated into soil at dosages of 0–6% (by dry weight). Laboratory tests included compaction, unconfined compressive strength (UCS), California bearing ratio (CBR), and freeze–thaw durability over 20 cycles, complemented by thermal profiling. Results showed that PCM-treated soils reduced freeze–thaw temperature amplitude by ≈4.5 °C, delaying freezing onset and mitigating frost penetration. The 4% PCM dosage achieved the best balance of properties: after freeze–thaw cycling, the UCS was 230 kPa compared to 145 kPa for the control, representing 74.2% retention of its own initial strength versus only 58.0% for the control. Similarly, the post-cycle CBR was 5.1% for PCM-4 compared to 3.0% for the control, corresponding to 78.5% retention of its initial value versus 57.7% in the untreated soil. While 6% PCM produced a slightly higher CBR (5.2%), it also lowered maximum dry density, indicating diminishing compaction efficiency. These findings demonstrate that biodegradable thin-film PCM capsules can significantly improve freeze–thaw resilience in expansive soils while offering an environmentally sustainable alternative to conventional stabilizers.

References

  1. Li, M., Zhang, Y., & Wang, H. (2023). Influence of Freeze–Thaw Cycles on Pavement Subgrade Deformation in Cold Climates. Cold Regions Science and Technology, 203, 103689.
  2. Zhang, L., et al. (2024). Impact of Freeze–Thaw Cycles on Expansive Soil Subgrades in Northern Regions. Journal of Cold Regions Engineering, 38(1), 04023024. https://doi.org/10.1061/JCRGEI.CRENG-642
  3. Patel, R., Ahemad, K. A. A., & Makwana, B. (2024). Soil Stabilization Using Coir Fibre and Waste Plastic in Expansive Soils. International Journal of Innovative Research in Science, Engineering and Technology, 13(5), 1234-1242.
  4. Zhao, Y., et al. (2024). Evaluation of Traditional and Bio-Based Additives for Soil Stabilization under Freezing Conditions. Construction and Building Materials, 386, 132854.
  5. Zhang, Z., et al. (2020). Incorporation of PCM into Asphalt Pavement for Temperature Regulation. Applied Thermal Engineering, 167, 114787. https://doi.org/10.1016/j.applthermaleng.2019.114787
  6. Jin, X., & Wang, F. (2023). Thermal Performance of PCM-Modified Concrete for Road Applications. Journal of Materials in Civil Engineering, 35(2), 04022417.
  7. Chen, L., et al. (2024). Geotextile Embedded PCM for Pavement Frost Protection. Transportation Geotechnics, 38, 100925.
  8. Safari, A., Saidur, R., & Sulaiman, F. A. (2017). Encapsulation of Phase Change Materials for Thermal Energy Storage: A Review. Renewable and Sustainable Energy Reviews, 70, 905-919. https://doi.org/10.1016/j.rser.2016.11.272
  9. Smith, K., Khalak, K. A. A., & Patel, R. (2025). Nano-Engineered Thin-Film Coatings for Self-Healing Asphalt Pavements: A Simulation and Review Study. Functional Thin Films and Energy Materials, 5(3), 221-233.
  10. Khalak, A.A.; Juremalani, J. Revolutionizing Soil Stabilization: Harnessing Nano-Enhanced Coir Fiber and Micro-Shredded Waste Plastic for Enhanced Performance – A Detailed Comparative Analysis. Educ. Adm. Theory Pract. 2023, 29(1), 318-327. https://doi.org/10.1109/PICET60765.2024.10716169
  11. Khalak, A.A.; Juremalani, J. Enhancing Subgrade Stability in Black Cotton Soil Using Coir Fiber and Micro-Shredded Waste Plastic: An Eco-Friendly Approach. J. ReAttach Ther. Dev. Divers. 2022, 5(2), 275-282. https://doi.org/10.53555/jrtdd.v5i2.2658
  12. Khalak, A.A.; Sarmast, S.M.M. Nano-Engineered Thin-Film Coatings for Self-Healing Asphalt Pavements: A Simulation and Review Study. Funct. Thin Films Energy Mater. 2025, 1(1), in press.
  13. Anupam B. R., Umesh C. Sahoo, Prasenjit Rath. Phase change materials for pavement applications: A review. Construction and Building Materials, 247 (2020): 118553. https://doi.org/10.1016/j.conbuildmat.2020.118553
  14. An overview of phase change materials and their applications in pavement and energy storage. Energies / MDPI (review).
  15. Innovations in phase change materials for diverse industrial applications: encapsulation methods and biodegradable supports.
  16. Bureau of Indian Standards. IS 2720 (Part 10): 1991 — Methods of test for soils: Determination of Unconfined Compressive Strength.
  17. ASTM International. Standard Test Methods for Determining the Effect of Freeze-Thaw on the Hydraulic Conductivity and Strength of Soils. ASTM D6035 / related ASTM freeze-thaw standards.