Artificial intelligence-driven enhanced CBR modeling of sandy soils considering broad grain size variability

The soil packing, influenced by variations in grain size and the gradation pattern within the soil matrix, plays a crucial role in constituting the mechanical properties of sandy soils. However, previous modeling approaches have overlooked incorporating the full range of representative parameters to accurately predict the soaked California bearing ratio (CBR s ) of sandy soils by precisely articulating soil packing in the modeling framework. This study presents an innovative artificial intelligence (AI)-based approach for modeling the CBR s of sandy soils, considering grain size variability meticulously. By synthesizing extensive data from multiple sources, i.e. extensive tailored testing program undertaking multiple tests and extant literature, various modeling techniques including genetic expression programming (GEP), multi-expression programming (MEP), support vector machine (SVM), and multi-linear regression (MLR) are utilized to develop models. The research explores two modeling strategies, namely simplified and composite, with the former incorporating only sieve analysis test parameters, while the latter includes compaction test parameters alongside sieve analysis data. The models' performance is assessed using statistical key performance indicators (KPIs). Results indicate that genetic AI-based algorithms, particularly GEP, outperform SVM and conventional regression techniques, effectively capturing complex relationships between input parameters and CBR s . Additionally, the study reveals insights into model performance concerning the number of input parameters, with GEP consistently outperforming other models. External validation and Taylor diagram analysis demonstrate the GEP models' superiority over existing literature models on an independent dataset from the literature. Parametric and sensitivity analyses highlight the intricate relationships between grain sizes and CBR s , further emphasizing GEP's efficacy in modeling such complexities. This study contributes to enhancing CBR s modeling accuracy for sandy soils, crucial for pertinent infrastructure design and construction rapidly and cost-effectively. • Tailored literature review and testing program to develop an extensive database. • AI-based models are developed and their performance is evaluated per KPIs. • Genetic algorithms specifically GEP outperformed other AI techniques. • Proposed models outperformed existing models on an independent dataset. • Insights of proposed models with parametric and sensitivity analyses.

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Publication Details

Journal
Journal of Rock Mechanics and Geotechnical Engineering
Published
2024-09-14
DOI
https://doi.org/10.1016/j.jrmge.2024.05.048
Citations
10
Primary Topic
Geotechnical Engineering and Analysis
Type
article
Field-Weighted Citation Impact
3.65
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article

Artificial intelligence-driven enhanced CBR modeling of sandy soils considering broad grain size variability

Zeeshan Aziz, Zain Ijaz, Usama Khalid, Nauman Ijaz et al.
10 citations
Journal of Rock Mechanics and Geotechnical Engineering
Geotechnical Engineering and Analysis
3.65
article

Artificial intelligence-driven enhanced CBR modeling of sandy soils considering broad grain size variability

Zeeshan Aziz, Zain Ijaz, Usama Khalid, Nauman Ijaz, Zia ur Rehman, Sadaqat ur Rehman
article en
10 citations

Abstract

The soil packing, influenced by variations in grain size and the gradation pattern within the soil matrix, plays a crucial role in constituting the mechanical properties of sandy soils. However, previous modeling approaches have overlooked incorporating the full range of representative parameters to accurately predict the soaked California bearing ratio (CBR s ) of sandy soils by precisely articulating soil packing in the modeling framework. This study presents an innovative artificial intelligence (AI)-based approach for modeling the CBR s of sandy soils, considering grain size variability meticulously. By synthesizing extensive data from multiple sources, i.e. extensive tailored testing program undertaking multiple tests and extant literature, various modeling techniques including genetic expression programming (GEP), multi-expression programming (MEP), support vector machine (SVM), and multi-linear regression (MLR) are utilized to develop models. The research explores two modeling strategies, namely simplified and composite, with the former incorporating only sieve analysis test parameters, while the latter includes compaction test parameters alongside sieve analysis data. The models' performance is assessed using statistical key performance indicators (KPIs). Results indicate that genetic AI-based algorithms, particularly GEP, outperform SVM and conventional regression techniques, effectively capturing complex relationships between input parameters and CBR s . Additionally, the study reveals insights into model performance concerning the number of input parameters, with GEP consistently outperforming other models. External validation and Taylor diagram analysis demonstrate the GEP models' superiority over existing literature models on an independent dataset from the literature. Parametric and sensitivity analyses highlight the intricate relationships between grain sizes and CBR s , further emphasizing GEP's efficacy in modeling such complexities. This study contributes to enhancing CBR s modeling accuracy for sandy soils, crucial for pertinent infrastructure design and construction rapidly and cost-effectively. • Tailored literature review and testing program to develop an extensive database. • AI-based models are developed and their performance is evaluated per KPIs. • Genetic algorithms specifically GEP outperformed other AI techniques. • Proposed models outperformed existing models on an independent dataset. • Insights of proposed models with parametric and sensitivity analyses.

Journal of Rock Mechanics and Geotechnical EngineeringVol. 17(5)
Tongji University (CN), University of Salford (GB), University of Portsmouth (GB), National University of Sciences and Technology (PK)
Openalex Percentile: Top 7%
Geotechnical Engineering and Analysis
3.65
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