The effectiveness of bentonite in reducing soil resistance in acidic water swampland

Dublin Core

Title

The effectiveness of bentonite in reducing soil resistance in acidic water swampland

Subject

Acidic swamp land
Bentonite
Grounding electrode
Grounding resistance
Mixture effectiveness
Potential hydrogen

Description

This study aims to evaluate the effectiveness of bentonite mixtures in reducing grounding resistance in acidic swampy areas. The method used is an experiment comparing resistance before and after the addition of bentonite in various compositions (25%, 50%, 75%, and 100%), supplemented with linear regression analysis. The results showed that bentonite significantly reduced soil resistance in three types of electrodes: iron rebar, copper-coated iron, and galvanised iron. The highest reduction in resistance was achieved in iron rebar electrodes, from 35.93 Ω to 22.46 Ω (a 37% reduction) with the addition of 25% bentonite. Linear regression analysis showed a consistent negative relationship between the percentage of bentonite and grounding resistance, with a coefficient of determination (R²) varying between 26.40% and 73.39%. These findings indicate that bentonite is effective as a natural grounding material in acidic swampy areas. This research makes an important contribution to the development of more efficient and safer electrical systems in swampy areas and challenging environments, while also supporting the use of natural materials to reduce dependence on synthetic chemicals.

Creator

Dian Eka Putra1, Muhammad Irfan Jambak2, Zainuddin Nawawi2

Source

Journal homepage: http://journal.uad.ac.id/index.php/TELKOMNIKA

Date

Sep 10, 2025

Contributor

PERI IRAWAN

Format

PDF

Language

ENGLISH

Type

TEXT

Files

Collection

Citation

Dian Eka Putra1, Muhammad Irfan Jambak2, Zainuddin Nawawi2, “The effectiveness of bentonite in reducing soil resistance in acidic water swampland,” Repository Horizon University Indonesia, accessed February 13, 2026, https://repository.horizon.ac.id/items/show/10383.