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Updated: Jul 1, 2025

A Bending Test for Determining the Atterberg Plastic Limit in Soils
Published on: June 28, 2016
Computational prediction of workability and mechanical properties of bentonite plastic concrete using
Majid Khan1, Mujahid Ali2, Taoufik Najeh3
1Department of Civil Engineering, COMSATS University Islamabad, Abbottabad Campus, Abbottabad, 22060, Pakistan. 18pwciv4988@uetpeshawar.edu.pk.
Multi-expression programming accurately predicts bentonite plastic concrete properties like slump, compressive strength, and elastic modulus. This machine learning approach optimizes construction design and efficiency for remedial cut-off walls.
Area of Science:
- Civil Engineering
- Materials Science
- Machine Learning Applications
Background:
- Bentonite plastic concrete (BPC) is crucial for dam seepage control, requiring predictable workability and strength.
- Accurate prediction of BPC properties, such as slump, compressive strength (fc), and elastic modulus (Ec), is vital for efficient construction and cost savings.
- Traditional regression models may not fully capture the complex relationships influencing BPC characteristics.
Purpose of the Study:
- To investigate the efficacy of multi-expression programming (MEP) for predicting key BPC properties: slump, compressive strength (fc), and elastic modulus (Ec).
- To compare the predictive accuracy of MEP models against conventional linear and non-linear regression techniques.
- To identify the key factors influencing BPC properties using SHapley Additive exPlanation (SHAP) analysis.
Main Methods:
- Collected experimental data for slump (158 points), compressive strength (169 points), and elastic modulus (111 points).
- Developed MEP models, partitioning the dataset into 70% training, 15% testing, and 15% validation sets.
- Employed SHAP analysis to determine the influence of input variables (water, cement, bentonite, curing time) on predicted BPC properties.
Main Results:
- MEP models achieved high accuracy, with correlation coefficients (R) of 0.9999 for slump, 0.9831 for fc, and 0.9300 for Ec.
- MEP models significantly outperformed traditional regression models in predicting BPC slump, fc, and Ec.
- SHAP analysis revealed water, cement, and bentonite as key drivers for slump; water for compressive strength; and curing time and cement for elastic modulus.
Conclusions:
- MEP is a highly accurate and reliable technique for predicting the slump, compressive strength, and elastic modulus of bentonite plastic concrete.
- The developed MEP models offer a valuable tool for optimizing BPC mix designs and construction processes, leading to enhanced efficiency and cost-effectiveness.
- Machine learning, specifically MEP, provides a pathway for rapid and precise early estimations of BPC properties, supporting improved construction and design workflows.
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