Proceedings of the 1st International Conference on Environmental Science, Development, and Management, ICESDM 2023, 2 November 2023, Banjarmasin, South Kalimantan, Indonesia

Research Article

Compaction Parameters of a Chitosan-Bentonite-Sand Mixture

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  • @INPROCEEDINGS{10.4108/eai.2-11-2023.2348009,
        author={Nada  Salsabila and Yulian Firmana Arifin and Ade Yuniati Pratiwi},
        title={Compaction Parameters of a Chitosan-Bentonite-Sand Mixture },
        proceedings={Proceedings of the 1st International Conference on Environmental Science, Development, and Management, ICESDM 2023, 2 November 2023, Banjarmasin, South Kalimantan, Indonesia},
        publisher={EAI},
        proceedings_a={ICESDM},
        year={2024},
        month={8},
        keywords={proctor compaction chitosan polymer bentonite dry density},
        doi={10.4108/eai.2-11-2023.2348009}
    }
    
  • Nada Salsabila
    Yulian Firmana Arifin
    Ade Yuniati Pratiwi
    Year: 2024
    Compaction Parameters of a Chitosan-Bentonite-Sand Mixture
    ICESDM
    EAI
    DOI: 10.4108/eai.2-11-2023.2348009
Nada Salsabila1,*, Yulian Firmana Arifin2, Ade Yuniati Pratiwi3
  • 1: Wetland-Based Materials Research Center, University of Lambung Mangkurat, Indonesia
  • 2: Civil Engineering Bachelor and Master Program, University of Lambung Mangkurat, Indonesia
  • 3: Civil Engineering Study Program, Ujung Pandang State Polytechnic, Indonesia
*Contact email: nada.salsabila@gmail.com

Abstract

The water content and energy applied during the compaction process affect the behavior of soils, particularly those containing clay. This also includes material mixtures such as polymer-enhanced bentonite-sand mixtures. The aim of this research is to carry out compaction tests and obtain parameters for the chitosan-bentonite-sand mixture material. The materials used are chitosan polymer, bentonite, and sand. The type of bentonite is calcium bentonite. Sand was taken from the Barito River, which is a common material used in construction and is available in large quantities. The two materials, chitosan and bentonite, are chemically mixed first, with a composition of 2% and 98% on a weight basis, respectively. This mixture was then added to sand with a composition of 10% chitosan-bentonite and 90% sand. Standard and elevated Proctor compaction tests were applied to the samples. The results showed the maximum dry density (MDD) and optimum moisture content (OMC) of standard Proctor compaction are 17.6 kN/m3 and 9.9%, respectively. The cohesion (c) and internal friction angle () obtained at the density are 7.79 kPa and 26.68°, with a permeability (k) of 1.437×10-11 m/s. For samples compacted using an elevated standard Proctor, MDD and OMC obtained are 17.7 kN/m3 and 5.89%, respectively. Other parameters are c of 9.11 kPa, of 23.03o, and k of 1.432×10-11 m/s.