Zhongmiao DangThis email address is being protected from spambots. You need JavaScript enabled to view it.
Zhengzhou Vocational College of Finance and Taxation; Zhengzhou Henan, 450000, China
Received: September 19, 2024 Accepted: February 9, 2025 Publication Date: March 28, 2025
Copyright The Author(s). This is an open access article distributed under the terms of the Creative Commons Attribution License (CC BY 4.0), which permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are cited.
In the wake of demands for efficiency, this investigation offers a novel strategy for the real-time prediction of PBC. This method is developed using specific ANFIS predictive schemes, sturdinessened by two robust meta-heuristic schemes: ARO and CryStal. The integration of these schemes enhances the accuracy of the prediction while simplifying the process. The following study presents three schemes: the ANCS, the ANAR, and the individual ANFIS strategy. Each model adds different aspects to the whole, synergistically enhancing overall precision in PBC prediction. This strategy signifies a radical improvement in PBC prediction strategies by introducing an effective and time-saving method with extensive geomechanical applications. Meta-heuristic schemes combined with specific ANFIS schemes show promising outcomes toward real-time PBC estimation in diverse geological scenarios. Notably, the statistical performance of the ANCS model is very impressive with an R2 value of 0.999 for the whole database in a validation test and with a minimum RMSE of 49.24. Moreover, the ANCSmodelhas displayed very good predictive and generalization performance compared to developed ANFIS and ANARschemes, hence emphasizing its efficiency and applicability for real-world problems.
[1] B. T. Pham, T.-A. Hoang, D.-M. Nguyen, and D. T. Bui, (2018) “Prediction of shear strength of soft soil using machine learning methods" Catena 166: 181–191. DOI: https://doi.org/10.1016/j.catena.2018.04.004.
[2] G.G.Tejani, B. Sadaghat, and S. Kumar, (2023) “Pre dict the maximum dry density of soil based on individual and hybrid methods of machine learning" Advances in engineering and intelligence systems 2: 98–109. DOI: 10.22034/aeis.2023.414188.1129.
[3] H. M. Coyle, R. E. Bartoskewitz, and W. J. Berger, (1973) “Bearing Capacity Prediction by Wave Equation Analysis–state of the Art":
[4] I.-M. Lee and J.-H. Lee, (1996) “Prediction of pile bear ing capacity using artificial neural networks" Computers and geotechnics 18: 189–200. DOI: https://doi.org/10.1016/0266-352X(95)00027-8.
[5] W.Chen, P. Sarir, X.-N. Bui, H. Nguyen, M. M. Tahir, and D. J. Armaghani, (2020) “Neuro-genetic, neuro imperialism and genetic programing models in predicting ultimate bearing capacity of pile" Engineering with Computers 36: 1101–1115. DOI: https://doi.org/10.1007/s00366-019-00752-x.
[6] B. R. Murlidhar, R. K. Sinha, E. T. Mohamad, R. Sonkar, and M. Khorami, (2020) “The effects of par ticle swarm optimisation and genetic algorithm on ANN results in predicting pile bearing capacity" International Journal of Hydromechatronics 3: 69–87. DOI: https://doi.org/10.1504/IJHM.2020.105484.
[7] T. A. Pham and H.-L. T. Vu, (2021) “Application of ensemble learning using weight voting protocol in the prediction of pile bearing capacity" Mathematical Problems in Engineering 2021: 5558449. DOI: https://doi.org/10.1155/2021/5558449.
[8] M.Khanmohammadi, D. J. Armaghani, and M. M. S. Sabri, (2022) “Prediction and optimization of pile bearing capacity considering effects of time" Mathematics 10: 3563. DOI: https://doi.org/10.3390/math10193563.
[9] H. Wang, Z. Lei, X. Zhang, B. Zhou, and J. Peng, (2016) “Machine learning basics" Deep learning: 98 164.
[10] T. Han, A. Siddique, K. Khayat, J. Huang, and A. Ku mar, (2020) “An ensemble machine learning approach for prediction and optimization of modulus of elasticity of re cycled aggregate concrete" Construction and Building Materials 244: 118271. DOI: https://doi.org/10.1016/j.conbuildmat.2020.118271.
[11] M.Bozozuk andM.Bozozuk. Bearing capacity of pile preloaded by downdrag. National Research Council Canada, Division of Building Research, 1981.
[12] N. Janbu. “Static bearing capacity of friction piles”. In: Sechste Europaeische Konferenz Fuer Bodenmechanik Und Grundbau. 1. 1976.
[13] M.N.Duc,A.H.Sy,T.N.Ngoc,andT.L.H.Thi.“An artificial intelligence approach based on multi-layer perceptron neural network and random forest for predicting maximumdrydensityandoptimummois ture content of soil material in quang Ninh Province, Vietnam”. In: CIGOS 2021, Emerging Technologies and Applications for Green Infrastructure: Proceedings of the 6th International Conference on Geotechnics, Civil Engi neering and Structures. Springer, 2022, 1745–1754. DOI: https://doi.org/10.1007/978-981-16-7160-9_176.
[14] H. Maizir and K. A. Kassim. “Neural network ap plication in prediction of axial bearing capacity of driven piles”. In: Proceedings of the international multi conference of engineers and computer scientists. 1. 2013, 13–15. DOI: 10.13140/RG.2.1.4015.0566.
[15] K. Paik and R. Salgado, (2003) “Determination of bearing capacity of open-ended piles in sand" Journal of Geotechnical and Geoenvironmental Engineering 129: 46–57. DOI: https://doi.org/10.1061/(ASCE)1090-0241(2003)129:1(46).
[16] B. Naeim, M. R. Akbarzadeh, and V. Jahangiri. “Ma chine learning-based prediction of seismic response of elevated steel tanks”. In: Structures. 70. Elsevier, 2024, 107649. DOI: https://doi.org/10.1016/j.istruc.2024.107649.
[17] L. Wang, Q. Cao, Z. Zhang, S. Mirjalili, and W. Zhao, (2022) “Artificial rabbits optimization: A new bio-inspired meta-heuristic algorithm for solving engineering optimiza tion problems" Engineering Applications of Artificial Intelligence 114: 105082. DOI: https://doi.org/10.1016/j.engappai.2022.105082.
[18] H.H.Elmousalami, (2020) “Artificial intelligence and parametric construction cost estimate modeling: State-of the-art review" Journal of Construction Engineering and Management 146: 03119008. DOI: https://doi.org/10.1061/(ASCE)CO.1943-7862.0001678.
[19] R. S. Benemaran, M. Esmaeili-Falak, and H. Katebi, (2022) “Physical and numerical modelling of pile stabilised saturated layered slopes" Proceedings of the Institution of Civil Engineers-Geotechnical Engi neering 175: 523–538. DOI: https://doi.org/10.1680/jgeen.20.00152.
[20] W.Gu,J. Liao, and S. Cheng, (2024) “Bearing capacity prediction of the concrete pile using tunned ANFIS sys tem" Journal of Engineering and Applied Science 71: 39. DOI: https://doi.org/10.1186/s44147-024-00369-y.
[21] N.Chen, (2023) “Optimizing Pile Bearing Capacity Prediction Using Specific Random Forest Models optimized by Meta-Heuristic Algorithms for Enhanced Geomechanically Applications" Advances in Engineering and Intelligence Systems 2: 101–113. DOI: 10.22034/aeis.2023.426583.1145.
[22] N. Kardani, A. Zhou, M. Nazem, and S.-L. Shen, (2020) “Estimation of bearing capacity of piles in cohesion less soil using optimised machine learning approaches" Geotechnical and Geological Engineering 38: 2271 2291. DOI: https://doi.org/10.1007/s10706-019-01085-8.
[23] G. G. Meyerhof, (1976) “Bearing capacity and settle ment of pile foundations" Journal of the Geotechni cal Engineering Division 102: 197–228. DOI: https://doi.org/10.1061/AJGEB6.0000243.
[24] E. Momeni, H. Maizir, N. Gofar, and R. Nazir, (2013) “Comparative study on prediction of axial bearing capacity of driven piles in granular materials" Jurnal Teknologi 61: DOI: https://doi.org/10.11113/jt.v61.1777.
[25] E. Avci, (2008) “Comparison of wavelet families for tex ture classification by using wavelet packet entropy adap tive network based fuzzy inference system" Applied Soft Computing 8: 225–231. DOI: https://doi.org/10.1016/j.asoc.2007.01.003.
[26] M.Buragohain and C. Mahanta, (2008) “A novel ap proach for ANFIS modelling based on full factorial de sign" Applied soft computing 8: 609–625. DOI: https://doi.org/10.1016/j.asoc.2007.03.010.
[27] A. Sengur, (2008) “Wavelet transform and adaptive neuro-fuzzy inference system for color texture classifi cation" Expert Systems with Applications 34: 2120 2128. DOI: https://doi.org/10.1016/j.eswa.2007.02.032.
[28] A. Sengur, (2008) “An expert system based on principal component analysis, artificial immune system and fuzzy k NNfor diagnosis of valvular heart diseases" Computers in biology and medicine 38: 329–338. DOI: https://doi.org/10.1016/j.compbiomed.2007.11.004.
[29] A. J. Riad, H. M. Hasanien, R. A. Turky, and A. H. Yakout, (2023) “Identifying the PEM fuel cell parameters using artificialrabbits optimization algorithm" Sustain ability 15: 4625. DOI: https://doi.org/10.3390/su15054625.
[30] S. Talatahari, M. Azizi, M. Tolouei, B. Talatahari, and P. Sareh, (2021) “Crystal structure algorithm (CryStAl): a metaheuristic optimization method" IEEE Access 9: 71244–71261. DOI: 10.1109/ACCESS.2021.3079161.
[31] S. A. Farooqui, M. M. Shees, M. F. Alsharekh, S. Alyahya, R. A. Khan, A. Sarwar, M. Islam, and S. Khan, (2021) “Crystal structure algorithm (CryStAl) based selective harmonic elimination modulation in a cas caded H-bridge multilevel inverter" Electronics 10: 3070. DOI: https://doi.org/10.3390/electronics10243070.
[32] J. C. Thomas, A. R. Natarajan, and A. V. der Ven, (2021) “Comparing crystal structures with symmetry and geometry" npj Computational Materials 7: 164. DOI: https://doi.org/10.1038/s41524-021-00627-0.
We use cookies on this website to personalize content to improve your user experience and analyze our traffic. By using this site you agree to its use of cookies.