Sustainable Stabilization of Peat Soil Using Hydrated and Expanded Perlite

Authors

  • Zeety Md Yusof Faculty of Civil Engineering and Built Environment, University Tun Hussein Onn Malaysia, 86400 Parit Raja, Batu Pahat, Johor Darul Ta’zim, MALAYSIA https://orcid.org/0000-0002-7549-4979
  • Mohamad Afiq Let Student
  • Putera Agung Maha Agung State Polytechnic of Jakarta, Department of Civil Engineering, Kampus Baru UI Depok 16425 West Java, Indonesia
  • Leow Chee Sin Foundation and Geotechnical Specialist, Design Department, Geohan Sdn. Bhd., 60000, Kuala Lumpur, Malaysia

Keywords:

peat, sustainable, stabilization

Abstract

Peat soil, due to its weak engineering properties, poses significant challenges in geotechnical applications. This review critically examines the potential of using sustainable stabilizers, specifically hydrated lime (HL) and expanded perlite (EP), for peat soil stabilization. Studies published in 2020 - 2025, along with selected earlier works, were analyzed to evaluate the effectiveness and performance in enhancing peat soil properties, particularly through Unconfined Compressive Strength (UCS) tests. Impressive UCS improvements were reported, such as a 13,553.2% increase with quarry dust (QD) and ordinary Portland cement (OPC). However, not all studies included microstructural analysis; those that did utilized Scanning Electron Microscopy (SEM) and Energy Dispersive X-ray (EDX) to observe bond formation and structural changes in stabilized peat. The review concludes that HL and EP show promise as sustainable alternatives for stabilizing peat, though challenges remain regarding their long-term performance and the potential benefits of combining both stabilizers. Further research is needed to optimize their dosage, durability, and environmental impact under field conditions.

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Published

31-12-2025

How to Cite

Md Yusof, Z., Let, M. A., Maha Agung, P. A., & Leow, C. S. (2025). Sustainable Stabilization of Peat Soil Using Hydrated and Expanded Perlite. International Journal of Sustainable Construction Engineering and Technology, 16(2), 451-464. https://penerbit.uthm.edu.my/ojs/index.php/IJSCET/article/view/22230