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Peningkatan Parameter Kuat Geser Clay Shale Menggunakan Xanthan Gum Modifikasi Polyvinyl Alcohol (PVA)

Improvement of Shear Strength Parameters of Clay Shale Using Xanthan Gum Modified with Polyvinyl Alcohol (PVA)

Chandra Ismail  -  Division of Sustainable Infrastructure Engineering, Faculty of Engineering and Technology, IPB University, Indonesia
*Heriansyah Putra orcid scopus publons  -  Division of Sustainable Infrastructure Engineering, Faculty of Engineering and Technology, IPB University, Indonesia
Apriadi Apriadi  -  Division of Sustainable Infrastructure Engineering, Faculty of Engineering and Technology, IPB University, Indonesia

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Abstract

The highly expansive characteristics of clay shale lead to several issues in construction. This study aimed to evaluate the use of xanthan gum (XG), polyvinyl alcohol (PVA), and their combination to improve the shear strength parameters of clay shale. A series of experiments were performed, starting from physical property tests, including specific gravity, gradation, and Atterberg limits, and mechanical property tests using the direct shear test to evaluate the effect of the addition of Xanthan Gum and polyvinyl alcohol or their combination on the soil parameters. Xanthan gum and polyvinyl alcohol were mixed with clay shale using dry and wet mixing methods. The study results show that adding xanthan gum and polyvinyl alcohol, and their combination, improves the plasticity index by 156%, 98%, and 6%, respectively. The modification of XG using polyvinyl alcohol was also reported to increase the cohesion and internal friction angle by 200% and 103%, respectively. This study concludes that the addition of polyvinyl alcohol as a modification of xanthan gum is an effective way to improve the soil strength of clay shale.

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Keywords: Clay shale; cohesion; polyvinyl alcohol; plasticity index; xanthan gum

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Last update: 2026-02-19 14:04:38

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