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The application of deep neural networks for the prediction of California Bearing Ratio of road subgrade soil
Open accessAbstract
California Bearing Ratio (CBR) of the subgrade soil is one of the essential values for the design and construction of the asphalt pavement of highway projects. However, the estimation of the CBR value through laboratory tests is time-consuming and labor-intensive. Thus, this study focuses on providing artificial neural network (ANN) prediction models that can be efficiently used for the prediction of the CBR value of the subgrade soil in Egypt from the grain size distribution, Atterberg limits, and compaction parameters. 240 ANNs with different hyperparameters are investigated in order to optimize the hyperparameters so that the final chosen ANN can provide accurate results. The analysis shows that the deep neural networks outperform the shallow ANNs. Finally, comparing the performance of the ANNs with the traditional multiple linear regression (MLR) shows that ANNs outperform the MLR models as the ANNs have much better performance and can generate highly accurate predictions.
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Cites
Neural Networks and the Bias/Variance Dilemma
Geman, S., Bienenstock, E., & Doursat, R. (1992) · Neural Computation · doi:10.1162/neco.1992.4.1.1 · Cited by 3,578
Prechelt, L. (1998) · Lecture Notes in Computer Science · doi:10.1007/3-540-49430-8_3 · Cited by 1,649
Research works printed but not linked: 52
- Agarwal KB, Ghanekar KD. Prediction of CBR from plasticity characteristics of soil. In: Proceeding of 2nd south-east asian conference on soil engineering, 11–15 June 1970. Singapore; 1970. p. 571–6.
- Alam, 2020, Prediction of CBR value of fine grained soils of bengal basin by genetic expression programming, Artificial Neural Network and Krigging Method, J Geol Soc India, 95, 190, 10.1007/s12594-020-1409-0 · DOI
- Asteris, 2022, Revealing the nature of metakaolin-based concrete materials using artificial intelligence techniques, Constr Build Mater, 322, 10.1016/j.conbuildmat.2022.126500 · DOI
- Asteris, 2022, Slope stability classification under seismic conditions using several tree-based intelligent techniques, Appl Sci, 12, 1753, 10.3390/app12031753 · DOI
- Asteris, 2021, Soft computing techniques for the prediction of concrete compressive strength using Non-Destructive tests, Constr Build Mater, 303, 10.1016/j.conbuildmat.2021.124450 · DOI
- Yildirim, 2011, Estimation of California bearing ratio by using soft computing systems, Expert Syst Appl, 38, 6381, 10.1016/j.eswa.2010.12.054 · DOI
- Yildrim, 2011, Estimation of CBR by soft computing systems, Expert Syst Appl, 38, 6381, 10.1016/j.eswa.2010.12.054 · DOI
- Bardhan, 2021, Efficient computational techniques for predicting the California bearing ratio of soil in soaked conditions, Eng Geol, 291, 10.1016/j.enggeo.2021.106239 · DOI
- Chegenizadeh, 2012, CBR test on fiber reinforced silty sand, Int J Struct Civ Eng, 1, 1
- Talukdar, 2014, A study of correlation between California bearing ratio (CBR) value with other properties of soil, Int J Emerg Technol Adv Eng, 4, 559
- Abdella D, Abebe T, Quezon PE. Regression analysis of index properties of soil as strength determinant for California Bearing Ratio (CBR), GSJ (2017). Regression Analysis of Index Properties of Soil as Strength Determinant for California Bearing Ratio (CBR). GSJ 2017;5(6):1–12. Available from: https://www.scipedia.com/public/Abdella_et_al_2017b.
- Stephens, 1990, The prediction of the California bearing ratio, Civ Eng Siviele Ingenieurswese, 1990, 523
- Fikret Kurnaz, 2019, Prediction of the California bearing ratio (CBR) of compacted soils by using GMDH-type neural network, Eur Phys J Plus, 134, 326, 10.1140/epjp/i2019-12692-0 · DOI
- Bosurgi, 2005, A model based on artificial neural networks and genetic algorithms for pavement maintenance management, Int J Pavement Eng, 6, 201, 10.1080/10298430500195432 · DOI
- Gunaydin, 2010, Prediction of artificial soil’s unconfined compression strength test using statistical analyses and artificial neural networks, Adv Eng Software, 41, 1115, 10.1016/j.advengsoft.2010.06.008 · DOI
- Hassan, 2021, Prediction of California Bearing Ratio (CBR) using index soil properties and compaction parameters of low plastic fine-grained soil, Transp Infrastruct Geotech
- Haykin S. Neural networks, a comprehensive foundation. Prentice Hall: Hoboken, NJ, USA; 1994.
- Ibrahim, 2017, Application of soft computing techniques and multiple regression models for CBR prediction of soils, J University Babylon, 25, 1552
- Jumikis AR. Geology of soils of the newark (NJ) metropolitan area. J Soil Mech 1958. · DOI
- Kardani, 2022, Predicting the thermal conductivity of soils using integrated approach of ANN and PSO with adaptive and time-varying acceleration coefficients, Int J Therm Sci, 173, 10.1016/j.ijthermalsci.2021.107427 · DOI
- Katte, 2019, Correlation of California Bearing Ratio (CBR) value with soil properties of road subgrade soil, Geotech Geol Eng, 37, 217, 10.1007/s10706-018-0604-x · DOI
- Lemonis, 2022, Ultimate axial load of rectangular concrete-filled steel tubes using multiple ANN activation functions, Steel Compos Struct, 42, 459
- Liu, 2008, Optimized approximation algorithm in neural networks without overfitting, IEEE Trans Neural Netw, 19, 983, 10.1109/TNN.2007.915114 · DOI
- Raja, 2021, An intelligent approach for predicting the strength of geosynthetic-reinforced subgrade soil, Int J Pavement Eng
- Mahmood M, Uthayasooriyan A, Mathavan S, Rahman M. A unified artificial neural network model for asphalt pavement condition prediction. In: Proceedings of the Institution of Civil Engineers-Transport. Thomas Telford Ltd; 2020. p. 1–11.
- Mei, 2004, Neural network for rapid depth evaluation of shallow cracks in asphalt pavements, Comput-Aided Civil Infrastruct Eng, 19, 223, 10.1111/j.1467-8667.2004.00350.x · DOI
- Mousa, 2018, Models for estimating optimum asphalt content from aggregate gradation, Proc Inst Civ Eng-Constr Mater, 174, 69, 10.1680/jcoma.18.00035 · DOI
- Nagaraju TV, Gobinath R, Awoyera P, Abdy Sayyed MAH. Prediction of California bearing ratio of subgrade soils using artificial neural network principles. In: Sharma H, Gupta MK, Tomar GS, Lipo W, editors. Communication and Intelligent Systems. Lecture Notes in Networks and Systems, vol. 204. Springer, Singapore; 2021. doi: 10.1007/978-981-16-1089-9_12. · DOI
- Onyelowe, 2021, Application of 3-algorithm ANN programming to predict the strength performance of hydrated-lime activated rice husk ash treated soil, Multiscale Multidiscip Model Exp Des, 4, 259, 10.1007/s41939-021-00093-7 · DOI
- Othman, 2021, Deep neural network models for the prediction of the aggregate base course compaction parameters, Designs, 5, 78, 10.3390/designs5040078 · DOI
- Othman, 2021, Prediction of the optimum asphalt content using artificial neural networks, Metall Mater Eng J Assoc Metall Eng Serbia AMES, 27, 227
- Othman K, Abdelwahab H. Prediction of the soil compaction parameters using deep neural networks. Transp Infrastruct Geotechnol 2021. · DOI
- Saklecha PP, et al. ANN modeling for strength characterization of subgrade soil in a basaltic terrain. In: Proc. ICAMB-2012; 2012. p. 1215–20.
- Piotrowski, 2013, A comparison of methods to avoid overfitting in neural networks training in the case of catchment runoff modelling, J Hydrol, 476, 97, 10.1016/j.jhydrol.2012.10.019 · DOI
- Prechelt L. Neural networks: tricks of the trade; Lecture notes in computer science, vol. 1524. Springer: Berlin/Heidelberg, Germany; 1998. p. 53–67.
- Rakaraddi, 2015, Establishing relationship between CBR with different soil properties, Int J Res Eng Technol, 4, 182, 10.15623/ijret.2015.0402023 · DOI
- Ring, 1962, Correlation of compaction and classification test data, Hwy Res Bull, 325, 55
- Al-Busultan, 2020, Application of artificial neural networks in predicting subbase CBR values using soil indices data, IOP Conf Ser: Mater Sci Eng, 671, 012106, 10.1088/1757-899X/671/1/012106 · DOI
- Sujatha, 2019, Prediction of CBR from index properties of soil through ann modelling, J Emerg Technol Innova Res (JETIR), 6, 287
- Sabat, 2013, Prediction of California bearing ratio of a soil stabilized with lime and quarry dust using artificial neural network, Electron J Geotech Eng, 18, 3261
- Salahudeen AB, Sadeeq JA. California bearing ratio prediction of modified black clay using artificial neural networks In: Laryea S, Essah E, editors. Procs West Africa Built Environment Research (WABER) conference, 5-7 August 2019, Accra, Ghana; 2019. p. 268–281.
- Simpson PK. Artificial neural system: foundation, paradigms, applications and implementations. Influence of geological conditions on the powder factor for tunnel blasting. Int J Rock Mech Min Sci 1990;41:533–8 (New York: Pergamon Press. 18. Yong-Hun, J., Chung-In, L.). · DOI
- Suthar, 2018, Predicting CBR value of stabilized pond ash with lime and lime sludge using ANN and MR models, Int J Geosynth Ground Eng, 4, 6, 10.1007/s40891-017-0125-3 · DOI
- Taskiran T. Prediction of California bearing ratio (CBR) of fine grained soils by AI methods. Adv Eng Softw 2010;41:886–92. doi: 10.016/j.advengsoft.2010.01.003. · DOI
- Taha, 2019, Regression and neural network models for California bearing ratio prediction of typical granular materials in Egypt, Arab J Sci Eng, 44, 8691, 10.1007/s13369-019-03803-z · DOI
- Tarahomi, 2020, ANNFAA: artificial neural network-based tool for the analysis of Federal Aviation Administration’s rigid pavement systems, Int J Pavement Eng, 1
- Trong, 2021, On random subspace optimization-based hybrid computing models predicting the California bearing ratio of soils, Materials, 14, 6516, 10.3390/ma14216516 · DOI
- Varol, 2021, Prediction of soil-bearing capacity on forest roads by statistical approaches, Environ Monit Assess, 193, 527, 10.1007/s10661-021-09335-0 · DOI
- Finnoff, 1993, Improving model selection by nonconvergent metho ds, Neural Networks, 6, 771, 10.1016/S0893-6080(05)80122-4 · DOI
- Souza, 2020, Use of ANN and visual-manual classification for prediction of soil properties for paving purposes, Int J Pavement Eng
- Yang, 2002, The artificial neural network as a tool for assessing geotechnical properties, Geotech Geol Eng, 20, 149, 10.1023/A:1015066903985 · DOI
- Yildirim, 2011, Estimation of California bearing ratio by using soft computing systems, Expert Syst Appl, 38, 6381, 10.1016/j.eswa.2010.12.054 · DOI
Metadata
- Authors
- Othman, K., & Abdelwahab, H.
- Affiliations
- Cairo University (EG)
- Corresponding author
- Othman, Kareem
- ORCID
- Othman, Kareem
- Venue
- Ain Shams Engineering Journal
- Publisher
- Elsevier BV
- Published
- 2023-07
- Volume
- 14
- Issue
- 7
- Pages
- 101988
- ISSN
- 2090-4479 (ISSN-L)
- OpenAlex
- W4298325774
- Cited by
- 42
- References
- 2
- Citations by year
- 2026: 11 · 2025: 11 · 2024: 11 · 2023: 9
- FWCI
- 3.39
- Type
- journal article
- Language
- en
- Open access
- gold
- doi.org
- Licence
- Locations
- Ain Shams Engineering Journal (publishedVersion, cc-by-nc-nd)
- DOAJ (DOAJ: Directory of Open Access Journals) (submittedVersion, cc-by-sa)
- Topics
- Physical Sciences › Engineering › Civil and Structural Engineering › Geotechnical and construction materials studies
- Physical Sciences › Engineering › Civil and Structural Engineering › Geotechnical Engineering and Soil Stabilization
- Physical Sciences › Engineering › Civil and Structural Engineering › Geotechnical Engineering and Soil Mechanics
- Keywords
- California bearing ratio, subgrade soil, deep neural network, artificial neural networks, flexible pavement design, grain size distribution, Atterberg limits, compaction parameters, hyperparameter optimization, multiple linear regression comparison, Egyptian soils
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