International Journal of Innovative Research in Engineering and Management
Year: 2025, Volume: 12, Issue: 1
First page : ( 1) Last page : ( 6)
Online ISSN : 2350-0557.
DOI: 10.55524/ijirem.2025.12.1.1 |
DOI URL: https://doi.org/10.55524/ijirem.2025.12.1.1
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This is an Open Access article distributed under the terms of the Creative Commons Attribution License (CC BY 4.0) (http://creativecommons.org/licenses/by/4.0)
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Budiman A. Majid , Abdul Gaus, Yusrin Hasim, Ichsan Rauf, Komang Arya Utama
Soft soil is a material with low bearing capacity that often poses a major challenge in road construction, particularly in areas with high water content. This study aims to enhance the bearing capacity of soft soil through chemical stabilization using a combination of pumice, aluminium hydroxide (AH), and lime, with lime content variations of 2%, 4%, and 6%. The soft soil samples were collected from Subaim Village, East Halmahera, which naturally has a CBR value of 4,49% (categorized as "Poor to Fair") and is only suitable for use as a subgrade layer. Testing was conducted in accordance with ASTM standards on specimens soaked for 3 to 28 days to assess the impact of lime content and curing duration on the CBR value. The results showed that the addition of lime significantly improved the CBR value compared to the natural soil. At 2% lime content, the CBR value increased from 9,90% to 26,09%, while 4% lime produced the highest CBR value of 33,28%, representing an improvement of over sevenfold compared to the natural soil. Lime at 6% resulted in a CBR value of 27,89%, but it was less efficient compared to 4% lime. Based on CBR value classification, stabilization with 4% lime is categorized as "Good" and can be used as a base or sub-base layer for road construction under medium to heavy traffic loads. This research demonstrates that the combination of pumice, Al(OH)3, and lime is an effective, environmentally friendly, and economical local material alternative for improving the bearing capacity of soft soil. It also offers a sustainable solution for road infrastructure development in remote areas.
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S. A. Nugroho, G. Wibisono and A. Z. Mauliza, "High Plasticity Influence and Expansive Clay Stabilization with Limestone on Unconfined Compression Strength Tests," Journal of the Civil Engineering Forum, no. 2021. Available from: https://doi.org/10.22146/jcef.59438
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I. Rauf, M. T. Y. Saputra, H. Heryanto and M. F. Marsaoly, "Laboratory Investigation of the Influence of Aluminum Hydroxide on the Compressive Strength of Nickel Slag-stabilized soft soils," AIMS Materials Science, no. 2024. Available from: https://dx.doi.org/10.3934/matersci.2024060, pp. 1220-1231
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C. S. Parmance, H. A. Coda, I. Rauf, A. Gaus and A. U. Komang, "The Effect Of Quicklime on the CBR Value of Soft Soil Stabilized with Nickel Slag and Alumunium Hydroxide," American Journal Of Applied Science And Technology, no. 2024. Available from: http://dx.doi.org/10.37547/ajast/Volume04Issue12-02
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"Effect of micro sized quarry dust particle on the compaction and strength properties of cement stabilized lateritic soil," Cleaner Materials, no. , pp. 1-17, 2021. Available from: https://doi.org/10.1016/j.clema.2021.100023
F. Siregar, M. R. Saputra, A. Gaus and I. Rauf, "Performance of Nickel Slag as a Stabilization Material for Soft Soil," South Asian Res J Eng Tech, vol. 6, no. 1, pp. 29-34, 2024. Available from: http://dx.doi.org/10.36346/sarjet.2024.v06i01.004
O. Cara?ca, "Soil improvement by mixing: techniques and performances," Energy Procedia , pp. 85-92, 2016. Available from: https://doi.org/10.1016/j.egypro.2015.12.277
B. M. Das, Principles of Geotechnical Engineering 7th Edition, Stamford, USA: Cengage Learning, 2010. Available from: https://dl.icdst.org/pdfs/files/f26ec24b602af7971800c8c327a3b3bd.pdf
Y. Zhou, M. Huo, L. Zhang, and Q. Guan, "Strength Development and Solidification Mechanism of Soils with Different Properties Stabilized by Cement-Slag-Based Materials," Case Studies in Construction Materials, vol. 21, 2024, Art. no. e04034. Available from: https://doi.org/10.1016/j.cscm.2024.e04034
Z. Cao, E. Masanet, A. Tiwari, and S. Akolawala, "How Does Concrete and Cement Industry Transformation Contribute to Mitigating Climate Change Challenges?," Resources, Conservation & Recycling Advances, vol. 14, 2022, Art. no. 200084. Available from: http://dx.doi.org/10.1016/j.rcradv.2022.200084
L.K. Sharma, N.N. Sirdesai, K.M. Sharma, and T.N. Singh, "Experimental Study to Examine the Independent Roles of Lime and Cement on the Stabilization of a Mountain Soil: A Comparative Study," Applied Clay Science, vol. 152, 2018, pp. 183-195. Available from: https://doi.org/10.1016/j.clay.2017.11.012
S. A. Nugroho, G. Wibisono, and A. Z. Mauliza, "High Plasticity Influence and Expansive Clay Stabilization with Limestone on Unconfined Compression Strength Tests," Journal of the Civil Engineering Forum, vol. 7, no. 2, pp. 151-160, 2021, Available from: https://dx.doi.org/10.22146/jcef.59438
S. Malkanthi, N. Balthazaar, and A. Perera, "Lime Stabilization for Compressed Stabilized Earth Blocks with reduced Clay and Silt," Case Studies in Construction Materials, vol. 13, 2020, Art. no. e00326, Available from: https://doi.org/10.1016/j.cscm.2019.e00326
P. de Rozari, D. S. Krisnayanti, Refli, K. V. Yordanis, and M. R. R. Atie, "The use of pumice amended with sand media for domestic wastewater treatment in vertical flow constructed wetlands planted with lemongrass (Cymbopogon citratus)," Heliyon, vol. 7, no. 7, pp. e07423, 2021, Available from: https://doi.org/10.1016/j.heliyon.2021.e07423
A. Gaus and Imran, "Towards Eco Green Construction With Pumice Fine Aggregate Concrete," in International Conference on Science and Technology (ICST), Yogyakarta, Indonesia, 2018. Available from: http://dx.doi.org/10.2991/icst-18.2018.85
L. H. Ali and Y. K. Atemimi, "Effective Use of Pozzolanic Materials for Stabilizing Expansive Soils: A Review," IOP Conf. Series: Earth and Environmental Science, vol. 1374, Art. no. 012014, 2024. Available from: http://dx.doi.org/10.1088/1755-1315/1374/1/012014
N. Abbasi and M. Mahdieh, "Improvement of Geotechnical Properties of Silty Sand Soils using Natural Pozzolan and Lime," International Journal of Geo-Engineering, vol. 9, Art. no. 21, 2018, Available from: http://dx.doi.org/10.1186/s40703-018-0072-4
I. Rauf, M. T. Y. Saputra, H. Heryanto, and M. F. Marsaoly, "Laboratory Investigation of the Influence of Aluminum Hydroxide on the Compressive Strength of Nickel Slag-stabilized Soft Soils," AIMS Materials Science, vol. 11, no. 3, pp. 1220-1231, 2024, Available from: https://doi.org/10.3934/matersci.2024060
R. Al-Khafaji, A. Dulaimi, H. Jafer, N. S. Mashaan, S. Qaidi, Z. S. Obaid, and Z. Jwaida, "Stabilization of Soft Soil by a Sustainable Binder Comprises Ground Granulated Blast Slag (GGBS) and Cement Kiln Dust (CKD)," Recycling, vol. 8, no. 1, Art. no. 10, 2023, Available from: http://dx.doi.org/10.3390/recycling8010010
C. S. Parmance, H. A. Coda, I. Rauf, A. Gaus, and A. U. Komang, "The Effect Of Quicklime on the CBR Value of Soft Soil Stabilized with Nickel Slag and Aluminum Hydroxide," American Journal of Applied Science and Technology, vol. 4, no. 12, pp. 15-25, 2024, Available from: http://dx.doi.org/10.37547/ajast/Volume04Issue12-02
M. & J. S. Janz, The Function of Different Binding Agents in Deep Stabilization, Swedish Deep Stabilization Research Centre, 2002. Available from: https://www.sgi.se/globalassets/publikationer/svensk-djupstabilisering/sd-r9e.pdf
"Effect of micro-sized quarry dust particle on the compaction and strength properties of cement-stabilized lateritic soil," Cleaner Materials, vol. 1, Art. no. 100023, 2021, Available from: https://doi.org/10.1016/j.clema.2021.100023
F. Siregar, M. R. Saputra, A. Gaus, and I. Rauf, "Performance of Nickel Slag as a Stabilization Material for Soft Soil," South Asian Research Journal of Engineering and Technology, vol. 6, no. 1, pp. 29-34, 2024. Available from: http://dx.doi.org/10.36346/sarjet.2024.v06i01.004
O. Cara?ca, "Soil improvement by mixing: techniques and performances," Energy Procedia, vol. 85, pp. 85-92, 2016. Available from: https://doi.org/10.1016/j.egypro.2015.12.277
Associate Professor , Civil Engineering, Khairun University, Ternate, Indonesia
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