Experimental analysis of clay soil with nanosilicon dioxide

ABSTRACT The behaviour of weak clay soil is demonstrated in this article. Nanosilicon dioxide (NSiO2) is added to clay soil in a dry condition to enhance its technical qualities. Different concentrations of NSiO2, such as 0.2, 0.4, 0.6, 0.8, 1.0, and 1.2 percentages, are added. Laboratory tests such as the California bearing ratio test, the proctor compaction test, the compressive strength test, and the Atterbergs limit test are used to determine the cause of the behaviour change. According to these experiments, 1% NSiO2 is the ideal dose needed to improve the soil, and at 0.8% NSiO2 in soil, the ideal moisture level is 20%. For improved performance, the ideal dosage is taken into consideration because exceeding it results in a decline in engineering properties.

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Publication Details

Journal
Matéria (Rio de Janeiro)
Published
2025-01-01
DOI
https://doi.org/10.1590/1517-7076-rmat-2024-0858
Primary Topic
Concrete and Cement Materials Research
Type
article
Field-Weighted Citation Impact
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article

Experimental analysis of clay soil with nanosilicon dioxide

Muthusamy Rajakumari Abisha
4 links
Matéria (Rio de Janeiro)
Concrete and Cement Materials Research
article

Experimental analysis of clay soil with nanosilicon dioxide

Muthusamy Rajakumari Abisha
article en

Abstract

ABSTRACT The behaviour of weak clay soil is demonstrated in this article. Nanosilicon dioxide (NSiO2) is added to clay soil in a dry condition to enhance its technical qualities. Different concentrations of NSiO2, such as 0.2, 0.4, 0.6, 0.8, 1.0, and 1.2 percentages, are added. Laboratory tests such as the California bearing ratio test, the proctor compaction test, the compressive strength test, and the Atterbergs limit test are used to determine the cause of the behaviour change. According to these experiments, 1% NSiO2 is the ideal dose needed to improve the soil, and at 0.8% NSiO2 in soil, the ideal moisture level is 20%. For improved performance, the ideal dosage is taken into consideration because exceeding it results in a decline in engineering properties.

Matéria (Rio de Janeiro)Vol. 30
Openalex Percentile: Top 89%
Concrete and Cement Materials Research
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