Analysis Of The Effect Of The Soybean Crude Urease Calcite Precipitation (SCU-CP) Method On The Permeability Of Sandy Clay Soil
DOI:
https://doi.org/10.37253/jcep.v7i1.12482Keywords:
permeability, SCU-CP, sandy clay soilAbstract
Soil with high permeability has the potential to cause seepage, which can lead to piping, ground subsidence, and structural failure. This study aims to evaluate the effectiveness of the Soybean Crude Urease Calcite Precipitation (SCU-CP) method in reducing soil permeability coefficients through a falling-head test. Soil sample A-6 was classified with a liquid limit (LL) of 39.97% and a plastic limit (PL) of 24.38%. The SCU-CP method used urea and CaCl₂ solutions at concentrations of 1 mol/L and 1.5 mol/L, with the addition of 10–30 g/L of soybean powder. The results showed that soil permeability decreased from 4.01 × 10⁻⁴ cm/s to 1.07 × 10⁻⁴ cm/s (73.32%) with the 1 mol/L reagent and to 4.77 × 10⁻⁵ cm/s (88.10%) with the 1.5 mol/L reagent, both using 30 g/L of soybean powder. These results indicate that the SCU-CP method is effective in reducing soil permeability and has the potential to serve as an environmentally friendly alternative for soil stabilization.
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M. Y. A. et al. (n.d.) (2022). Improvement of Peat Soil Settlement Parameter Using Soybean Crude Urease Calcite Precipitation ( SCU-CP ) Method Improvement of Peat Soil Settlement Parameter Using Soybean Crude Urease Calcite Precipitation (SCU-CP) Method. 0–12. https://doi.org/10.1088/1755-1315/1117/1/012021
Alfariski, M.Z., Ahmad, R., Ridwan, M. (2025). Penggunaan Metode Soybean Crude Urease Calcite Precipitation ( SCU- CP ) pada tanah Clay Shale dalam meningkatkan Nilai California Bearing Ratio Laboratorium Soaked. 17(2),35-41.
Ahmad, R., Barakwan, M. H. V., Dhiva, I. G. N. A., & Nugroho, B. (2026). Penggunaan Metode Soybean Crude Urease Calcite Precipitation ( SCU- CP ) dalam Meningkatkan Kuat Tekan Tanah Lempung Berpasir. 21(1), 1–4.
Indonesia, S. N., & Nasional, B. S. (2008a). Cara uji berat jenis tanah. SNI 1964:2008.
Indonesia, S. N., & Nasional, B. S. (2008b). Cara uji kepadatan ringan untuk tanah.
Indonesia, S. N., & Nasional, B. S. (2008c). Cara uji penentuan batas plastis dan indeks plastisitas tanah. (SNI 1967:2008) (SNI 1966:2008).
Indonesia, S. N., & Nasional, B. S. (2008d). Cara uji penentuan kadar air untuk tanah dan batuan di laboratorium. (SNI 1965:2008).
Khairunnisa, Z. N., & Martinus, G. (2023). zayanna SCU-Cp. November, 9–11.
Putra, H., & Yudhistira, I. (2022). Improvement of the California Bearing Ratio of Peat Soil Using Soybean Crude Urease Calcite Precipitation. 8(11), 2411–2423.
P. K., Annisa, C. N., & Putra, H. (2025). Peningkatan Kekuatan Geser dan Pengurangan Permeabilitas Tanah Berpasir menggunakan Urease Mentah Kedelai. 10(01), 27–34. https://doi.org/10.29244/jsil.10.1.27-34
Sumediyana, R. A., Safitri, H., Padli, D., Dwiyanti, D. S., Saputri, I. N., Widiyanti, Y., Harielpaniadi, M. A., & Laksanawati, W. D. (2025). Analisis Permeabilitas Tanah pada Lahan Terbuka di Lingkungan Kampus UHAMKA Jakarta Timur sebagai Indikator Daya Serap Air. 3(2), 68–74. https://doi.org/10.11594/timeinphys.2025.v3i2p68-74
Tangdiombo, S. M., Tanan, B., & Wong, I. L. K. (2021). Analisis Permeabilitas Menggunakan Metode Falling head pada Tanah dengan Penambahan Abu Serabut Kelapa. 3(3), 353–360.
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Copyright (c) 2026 Raudah Ahmad, IGN Aditya Dhiva, Insan Kamil, Dhinar Yoga Hanggung Legowo, Jalung Alvin Leo
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