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A Comparative Study of Soft Computing Models for Prediction of Permeability Coefficient of Soil
University of Transport Technology, 54 Trieu Khuc, Thanh Xuan, Hanoi 100000 Vietnam; Civil and Environmental Engineering Program, Graduate School of Advanced Science and Engineering, Hiroshima University, 1-4-1 Kagamiyama, Higashi-Hiroshima, Hiroshima 739-8527 Japan.ORCID iD: 0000-0001-9707-840x
University of Transport and Communications, Hanoi 100000 Vietnam.
Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering, Mining and Geotechnical Engineering.ORCID iD: 0000-0002-6790-2653
Department of Civil and Environmental Engineering, Norwegian University of Science and Technology, Trondheim Norway.
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2021 (English)In: Mathematical problems in engineering (Print), ISSN 1024-123X, E-ISSN 1563-5147, article id 7631493Article in journal (Refereed) Published
Abstract [en]

Determination of the permeability coefficient (K) of soil is considered as one of the essential steps to assess infiltration, runoff, groundwater, and drainage in the design process of the construction projects. In this study, three cost-effective algorithms, namely, artificial neural network (ANN), support vector machine (SVM), and random forest (RF), which are well-known as advanced machine learning techniques, were used to predict the permeability coefficient (K) of soil (10-9 cm/s), based on a set of simple six input parameters such as natural water content w (%), void ratio (e), specific density (g/cm3), liquid limit (LL) (%), plastic limit (PL) (%), and clay content (%). For this, a total of 84 soil samples data collected from the detailed design stage investigations of Da Nang-Quang Ngai national road project in Vietnam was used to generate training (70%) and testing (30%) datasets for building and validating the models. Statistical error indicators such as RMSE and MAE and correlation coefficient (R) were used to evaluate and compare performance of the models. The results show that all the three models performed well (R > 0.8) for the prediction of permeability coefficient of soil, but the RF model (RMSE = 0.0084, MAE = 0.0049, and R = 0.851) is more efficient compared with the other two models, namely, ANN (RMSE = 0.001, MAE = 0.005, and R = 0.845) and SVM (RMSE = 0.0098, MAE = 0.0064, and R = 0.844). Thus, it can be concluded that the RF model can be used for accurate estimation of the permeability coefficient (K) of the soil.

Place, publisher, year, edition, pages
Hindawi Limited , 2021. article id 7631493
National Category
Geotechnical Engineering and Engineering Geology Water Engineering
Research subject
Soil Mechanics
Identifiers
URN: urn:nbn:se:ltu:diva-94699DOI: 10.1155/2021/7631493ISI: 000728029700004Scopus ID: 2-s2.0-85120523223OAI: oai:DiVA.org:ltu-94699DiVA, id: diva2:1717014
Note

Godkänd;2022;Nivå 0;2022-12-07 (hanlid);

Funder: Ministryof Education and Training, University of Transportation (B2020-GHA-03)

Available from: 2022-12-07 Created: 2022-12-07 Last updated: 2025-02-05Bibliographically approved

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Al-Ansari, Nadhir

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