Prediction of Strength Properties of Soft Soil Using Machine Learning Techniques

In civil engineering projects, the strength of soil, particularly its cohesion, is pivotal for the stability of building foundations and slopes. Traditionally, determining cohesion (c) involves labor- intensive methods such as unconfined compression tests, direct shear tests, and triaxial tests, which require collecting soil samples. However, these methods are often constrained by time and cost considerations, exacerbated by the diverse nature of soil types. This research initiative aims to introduce a simplified approach for assessing the cohesion strength parameter of cohesive soil. Our proposal entails leveraging statistical correlations and machine learning techniques to establish connections between soil properties such as liquid limit, plastic limit, moisture content, % fine particle content, and the strength parameter. These laboratory tests are comparatively straightforward, rapid, and cost-effective when juxtaposed with conventional methodologies.

Authors

Publication Details

Journal
Scholars Journal of Physics Mathematics and Statistics
Published
2025-06-17
DOI
https://doi.org/10.36347/sjpms.2025.v12i05.002
Citations
1
Primary Topic
Geotechnical Engineering and Analysis
Type
article
Field-Weighted Citation Impact
1.30
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Prediction of Strength Properties of Soft Soil Using Machine Learning Techniques

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1 citations
Scholars Journal of Physics Mathematics and Statistics
Geotechnical Engineering and Analysis
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article

Prediction of Strength Properties of Soft Soil Using Machine Learning Techniques

Muhammad Aqib, Sajid Ali, Muhammad Awais, Muhammad Talha, N. Maajid Khan, Hassan Muhammad, Usama waseem, Abid Jamil Afridi, Muhammad Yousaf Raza Taseer
article en
1 citations

Abstract

In civil engineering projects, the strength of soil, particularly its cohesion, is pivotal for the stability of building foundations and slopes. Traditionally, determining cohesion (c) involves labor- intensive methods such as unconfined compression tests, direct shear tests, and triaxial tests, which require collecting soil samples. However, these methods are often constrained by time and cost considerations, exacerbated by the diverse nature of soil types. This research initiative aims to introduce a simplified approach for assessing the cohesion strength parameter of cohesive soil. Our proposal entails leveraging statistical correlations and machine learning techniques to establish connections between soil properties such as liquid limit, plastic limit, moisture content, % fine particle content, and the strength parameter. These laboratory tests are comparatively straightforward, rapid, and cost-effective when juxtaposed with conventional methodologies.

Scholars Journal of Physics Mathematics and StatisticsVol. 12(05)
Openalex Percentile: Top 20%
Geotechnical Engineering and Analysis
1.30
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