Articles
Vol. 1 (2025)
Biodegradable PLA/Bio-PE Thin-Film Encapsulation of Bio-PCMsfor Geotechnical Freeze–Thaw Applications
Civil Engineering Department, GMFE, Himatnagar, Gujarat, India
Civil Engineering Department, KBU, Karnataka, India
Civil Engineering Department, KBU, Karnataka, India
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Submitted
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August 12, 2025
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Published
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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
- 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.
- 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
- 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.
- Zhao, Y., et al. (2024). Evaluation of Traditional and Bio-Based Additives for Soil Stabilization under Freezing Conditions. Construction and Building Materials, 386, 132854.
- 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
- Jin, X., & Wang, F. (2023). Thermal Performance of PCM-Modified Concrete for Road Applications. Journal of Materials in Civil Engineering, 35(2), 04022417.
- Chen, L., et al. (2024). Geotextile Embedded PCM for Pavement Frost Protection. Transportation Geotechnics, 38, 100925.
- 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
- 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.
- 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
- 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
- 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.
- 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
- An overview of phase change materials and their applications in pavement and energy storage. Energies / MDPI (review).
- Innovations in phase change materials for diverse industrial applications: encapsulation methods and biodegradable supports.
- Bureau of Indian Standards. IS 2720 (Part 10): 1991 — Methods of test for soils: Determination of Unconfined Compressive Strength.
- 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.