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Erschienen in: International Journal of Geosynthetics and Ground Engineering 1/2024

01.02.2024 | Original Paper

Bio-inspired Predictive Models Development for Strength Characterization of Cement Deep-Mixed Plastic Soils

verfasst von: Farid Fazel Mojtahedi, Adel Ahmadihosseini, Danial Rezazadeh Eidgahee, Milad Rezaee, Giovanni Spagnoli

Erschienen in: International Journal of Geosynthetics and Ground Engineering | Ausgabe 1/2024

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Abstract

This paper utilizes various artificial intelligence models to predict the experimental results of the deep-mixing technology for ground improvement and stabilization. A total of 192 unconfined compression strength laboratory experiments were conducted on specimens taken from Khuzestan, Iran, to compare the strength of the soil before and after the treatment with cement. In this research, 144 sets of experimental data, constituting 75% of the total, were used for training, while 48 sets, equivalent to 25% of the experimental data, were utilized for both testing. Different artificial intelligence methods including artificial neural networks, hybrid artificial bee colony-artificial neural networks, combinational group modeling of data handling, and gene expression programming were used. To evaluate the performance of each method, mean squared error, root mean squared error, mean absolute percentage error, mean absolute error, linear correlation coefficient, and coefficient of determination was calculated for each method. Based on the performance analysis, the hybrid artificial bee colony-artificial neural network algorithm outperformed other methods with an R2 calculated as 0.9969 and 0.9952, respectively in training and testing. The R2 values during training for ANN, GMDH, and GEP are 0.993, 0.983, and 0.96, respectively. Likewise, during testing, the R2 values for ANN, GMDH, and GEP are 0.992, 0.978, and 0.953, respectively. The results demonstrated significant agreement between artificial intelligence predictive models and experimental data. Furthermore, this paper provides robust and cost-effective models with a “closed-form solution” for predicting the strength of stabilized soils by the deep mixing technique. The closed-form equation presented in this study, which is derived from the group method of data handling combinatorial algorithm and gene expression programming models, is more intuitive for engineers to apply.

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Metadaten
Titel
Bio-inspired Predictive Models Development for Strength Characterization of Cement Deep-Mixed Plastic Soils
verfasst von
Farid Fazel Mojtahedi
Adel Ahmadihosseini
Danial Rezazadeh Eidgahee
Milad Rezaee
Giovanni Spagnoli
Publikationsdatum
01.02.2024
Verlag
Springer International Publishing
Erschienen in
International Journal of Geosynthetics and Ground Engineering / Ausgabe 1/2024
Print ISSN: 2199-9260
Elektronische ISSN: 2199-9279
DOI
https://doi.org/10.1007/s40891-023-00508-0

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