Enhancing the Geotechnical Properties of Expansive Soils through Coconut Shell Ash Treatment: An Experimental Investigation

Authors

  • Andryan Suhendra Civil Engineering Department, Faculty of Engineering, Bina Nusantara University, Jakarta, Indonesia
  • Riza Suwondo Civil Engineering Department, Faculty of Engineering, Bina Nusantara University, Jakarta, Indonesia
  • Benjamin Ryan Civil Engineering Department, Faculty of Engineering, Bina Nusantara University, Jakarta, Indonesia
Volume: 14 | Issue: 6 | Pages: 17837-17843 | December 2024 | https://doi.org/10.48084/etasr.8648

Abstract

Expansive Soils (ES) present a significant challenge to civil engineering projects worldwide due to their propensity to undergo volumetric changes in response to fluctuations in the moisture content. This study examined the potential of Coconut Shell Ash (CSA) as a soil stabilizer to mitigate the adverse effects of ES. The objective was to conduct a systematic evaluation of the impact of CSA on a range of soil properties, including the plasticity index, compressive strength, shear strength, swelling potential, and compaction characteristics, across a diverse array of soil types. This study adopted a comprehensive methodology, which involved the laboratory testing of soil samples with varying proportions of CSA. The tests included the determination of the Atterberg limits, the evaluation of the compaction properties, unconfined compression tests, and swelling tests. The findings revealed significant variations in the soil properties in response to the CSA content. The plasticity index responses exhibited a range of subtle changes, with a downward trend at lower CSA concentrations and more complex behaviors at higher concentrations. The compaction characteristics exhibited alterations in the optimum moisture content and maximum dry unit weight, indicating changes in soil density and stability. Similarly, the compressive and shear strength properties exhibited fluctuations with varying CSA content, underscoring the necessity for a comprehensive assessment of soil stability under CSA-treated conditions. Additionally, swelling tests demonstrated the potential of CSA to mitigate soil expansiveness, with lower swelling percentages observed in treated soils. This study highlights the importance of considering the soil type, CSA content, and engineering requirements to optimize the effectiveness of CSA in soil stabilization applications.

Keywords:

expansive soil, built environment, coconut shell ash, soil stabilization, sustainable additive

Downloads

Download data is not yet available.

References

A. Daraei, B. M. A. Herki, A. F. H. Sherwani, and S. Zare, "Slope Stability in Swelling Soils Using Cement Grout: A Case Study," International Journal of Geosynthetics and Ground Engineering, vol. 4, no. 1, Feb. 2018, Art. no. 10.

J. S. Wang, G. Wu, Z. M. Zhao, L. Li, Q. Lian, and L. He, "Experimental Study on Factors Influencing the Expansive Properties of Disturbed Swelling Rock," Soil Mechanics and Foundation Engineering, vol. 57, no. 1, pp. 84–91, Mar. 2020.

K. Li, H. Nowamooz, C. Chazallon, and B. Migault, "Limit Deformation Analysis of Unsaturated Expansive Soils During Wetting and Drying Cycles," Soil Mechanics and Foundation Engineering, vol. 55, no. 1, pp. 33–39, Mar. 2018.

S. N. Malkanthi and A. a. D. a. J. Perera, "Particle Packing Application for Improvement in the Properties of Compressed Stabilized Earth Blocks with Reduced Clay and Silt," Engineering, Technology & Applied Science Research, vol. 9, no. 4, pp. 4538–4542, Aug. 2019.

A. Naseem, W. Mumtaz, Fazal-e-Jalal, and H. De Backer, "Stabilization of Expansive Soil Using Tire Rubber Powder and Cement Kiln Dust," Soil Mechanics and Foundation Engineering, vol. 56, no. 1, pp. 54–58, Mar. 2019.

C. M. Chan and H. Y. Yong, "Comparing the Thixotropic and Lightly Solidified Hardening Behavior of a Dredged Marine Clay," Engineering, Technology & Applied Science Research, vol. 4, no. 5, pp. 706–710, Oct. 2014.

C. Shi, Y. Wu, C. Riefler, and H. Wang, "Characteristics and pozzolanic reactivity of glass powders," Cement and Concrete Research, vol. 35, no. 5, pp. 987–993, May 2005.

A. Behnood, "Soil and clay stabilization with calcium- and non-calcium-based additives: A state-of-the-art review of challenges, approaches and techniques," Transportation Geotechnics, vol. 17, pp. 14–32, Dec. 2018.

C. C. Ikeagwuani and D. C. Nwonu, "Emerging trends in expansive soil stabilisation: A review," Journal of Rock Mechanics and Geotechnical Engineering, vol. 11, no. 2, pp. 423–440, Apr. 2019.

F. E. Jalal, Y. Xu, B. Jamhiri, and S. A. Memon, "On the Recent Trends in Expansive Soil Stabilization Using Calcium-Based Stabilizer Materials (CSMs): A Comprehensive Review," Advances in Materials Science and Engineering, vol. 2020, no. 1, 2020, Art. no. 1510969.

M. Zumrawi, "Construction Problems of Light Structures Founded on Expansive Soils in Sudan," International Journal of Science and Research (IJSR), vol. 4, no. 8, pp. 896–902, Aug. 2015.

C. Gupta and K. Sharma, "Influence of Marble Dust , Fly Ash and Beas Sand on Sub Grade Characteristics of Expansive Soil," in International Conference on Advances in Engineering & Technology, Chandigarh, India, 2014, pp. 13–18.

T. M. Petry and D. N. Little, "Review of Stabilization of Clays and Expansive Soils in Pavements and Lightly Loaded Structures—History, Practice, and Future," Journal of Materials in Civil Engineering, vol. 14, no. 6, pp. 447–460, Dec. 2002.

K. S. Gandhi, "Expansive soil stabilization using bagasse ash," International Journal of Engineering Research & Technology (IJERT), vol. 1, no. 5, Jul. 2012.

H. H. Ibrahim, Y. I. Mawlood, and Y. M. Alshkane, "Using waste glass powder for stabilizing high-plasticity clay in Erbil city-Iraq," International Journal of Geotechnical Engineering, vol. 15, no. 2, pp. 496–503, Apr. 2021.

H. Afrin, "A Review on Different Types Soil Stabilization Techniques," International Journal of Transportation Engineering and Technology, vol. 3, no. 2, pp. 19–24, Jul. 2017.

O. Amu, O. Owokade, and O. Shitan, "Potentials of Coconut Shell and Husk Ash on the Geotechnical Properties of Lateritic Soil for Road Works," International Journal of Engineering and Technology, vol. 3, no. 2, pp. 87–94, Apr. 2011.

S. Prasanna and P. Kumar, "Soil Reinforcement Using Coconut Shell Ash: A Case Study of Indian Soil," Journal of Civil Engineering and Construction, vol. 6, no. 2, pp. 73–78, Dec. 2020.

A. T, A. Johnson, and S. Krishnankutty, "Expansive Soil Stabilization using Coconut Shell Powder and Lime," International Journal of Engineering Research and, vol. 6, no. 3, pp. 541–543, Mar. 2017.

M. Mohan and P. Prasadini, Manual on Practical soil physics. Tirupati, India: Regional Agricultural Research Station, 2019.

Persyaratan perancangan geoteknik. Indonesia: BSN, 2017.

A. Seco, F. Ramírez, L. Miqueleiz, and B. García, "Stabilization of expansive soils for use in construction," Applied Clay Science, vol. 51, no. 3, pp. 348–352, Feb. 2011.

ASTM, Standard Test Method for Unconfined Compressive Strength Of Cohesive Soil. West Conshohocken, PA, USA: ASTM International, 2006.

N. Kayal and N. Singh, "The quantitative estimation of silica in rice husk ash by titrimetric method: A case study for uncertainty calculation," MAPAN, vol. 25, no. 2, pp. 115–123, Jun. 2010.

K. Onyelowe, "Ordinary Portland Cement Stabilization of Engineering Soil using Coconut Shell and Husk Ash as Admixture," International Journal of Innovative Studies in Sciences and Engineering Technology, vol. 2, no. 2, Feb. 2016.

Downloads

How to Cite

[1]
Suhendra, A., Suwondo, R. and Ryan, B. 2024. Enhancing the Geotechnical Properties of Expansive Soils through Coconut Shell Ash Treatment: An Experimental Investigation. Engineering, Technology & Applied Science Research. 14, 6 (Dec. 2024), 17837–17843. DOI:https://doi.org/10.48084/etasr.8648.

Metrics

Abstract Views: 109
PDF Downloads: 145

Metrics Information

Most read articles by the same author(s)