The effect of palm oil mill effluent (pome) on the consolidation behavior of compacted high-plasticity clay under elevated temperatures

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Ahmad Akbar Ramadhani
Rusdiansyah

Abstract

Palm Oil Mill Effluent (POME), a byproduct of palm oil processing, is characterized by high concentrations of suspended solids, a brownish color, and discharge temperatures ranging from 80°C to 90°C. These elevated temperatures have the potential to alter the physical and mechanical properties of the subgrade soil in waste ponds. However, research addressing this issue remains scarce, particularly regarding the consolidation behavior of high-plasticity clay. This study investigates the alterations in consolidation parameters of high-plasticity clay saturated with POME. The experiments were conducted using a modified consolidation apparatus across a temperature range of 28°C to 90°C. The results indicate that saturating the soil with POME altered the soil classification from high-plasticity clay (CH) to low-plasticity clay (CL), leading to a significant reduction in the Plasticity Index from 39.15% to 16.22%. At an elevated temperature of 90°C, the POME-saturated soil exhibited an 85.40% increase in the Compression Index (Cc). Conversely, POME saturation reduced the Swelling Index (Cs) by 25.86% and decreased the Coefficient of Consolidation (Cv) by 25.42% compared to conditions saturated with clean water.


Article Details

How to Cite
Akbar Ramadhani, A., & Rusdiansyah. (2026). The effect of palm oil mill effluent (pome) on the consolidation behavior of compacted high-plasticity clay under elevated temperatures. Technium: Romanian Journal of Applied Sciences and Technology, 31, 58–67. https://doi.org/10.47577/technium.v31i.13431
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Articles

References

[1] Bouazza, A., Abuel-Naga, M., G. W., & Laloui, L. (2008). Temperature Effects on Volume Change and Hydraulic Properties of Geosynthetic Clay Liners. The First Pan American Geosynthetics Conference & Exhibition , 102–109.

[2] Das, B. M., Endah, N., & Mochtar, I. B. (1995). Mekanika Tanah (Prinsip-prinsip Rekayasa Geoteknis). Penerbit Erlangga.

[3] Hamzah, M. A. F., Abdul, P. M., Mahmod, S. S., Azahar, A. M., & Jahim, J. M. (2020). Performance of anaerobic digestion of acidified palm oil mill effluent under various organic loading rates and temperatures. Water (Switzerland), 12(9). https://doi.org/10.3390/w12092432

[4] Hardiyatmo, H. C. (2002). Mekanika Tanah I. Gadjah Mada University Press.

[5] Hoseinimighani, H., & Szendefy, J. (2021). A review on effect of temperature change on mechanical parameters of fine soils. Periodica Polytechnica Civil Engineering, 65(3), 825–839. https://doi.org/10.3311/PPci.16533

[6] Nugroho, A. (2019). Buku Teknologi Agroindustri Kelapa Sawit. Lambung Mangkurat University. https://www.researchgate.net/publication/337315913

[7] Ogawa, A., Takai, A., Shimizu, T., & Katsumi, T. (2020). Effects of temperature on consolidation and consistency of clayey soils. E3S Web of Conferences, 205. https://doi.org/10.1051/e3sconf/202020509010

[8] Rusdiansyah, & Markawie. (2021). The effect of temperature on some engineering and consolidation properties of soft soil. Journal of Applied Engineering Science, 19(3), 750–756. https://doi.org/10.5937/jaes0-29477

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