Lecture notes in civil engineering, Journal Year: 2024, Volume and Issue: unknown, P. 689 - 698
Published: Dec. 1, 2024
Language: Английский
Lecture notes in civil engineering, Journal Year: 2024, Volume and Issue: unknown, P. 689 - 698
Published: Dec. 1, 2024
Language: Английский
Innovative Infrastructure Solutions, Journal Year: 2023, Volume and Issue: 8(8)
Published: July 27, 2023
Language: Английский
Citations
26Transportation Infrastructure Geotechnology, Journal Year: 2024, Volume and Issue: 11(6), P. 3903 - 3940
Published: Aug. 5, 2024
Language: Английский
Citations
8Scientific Reports, Journal Year: 2024, Volume and Issue: 14(1)
Published: Sept. 18, 2024
Language: Английский
Citations
6Stochastic Environmental Research and Risk Assessment, Journal Year: 2024, Volume and Issue: 38(8), P. 3273 - 3290
Published: June 13, 2024
Abstract In the field of data engineering in machine learning (ML), a crucial component is process scaling, normalization, and standardization. This involves transforming to make it more compatible with modeling techniques. particular, this transformation essential ensure suitability for subsequent analysis. Despite application many conventional relatively new approaches ML, there remains conspicuous lack research, particularly geotechnical discipline. study, ML-based prediction models (i.e., RF, SVR, Cubist, SGB) were developed estimate undrained shear strength (UDSS) cohesive soil from perspective wide range data-scaling methods. Therefore, work presents novel ML framework based on Cubist regression method predict UDSS soil. A dataset including six different features one target variable used building models. The performance was examined considering impact pre-processing issue. For that purpose, scaling methods, namely Range, Z-Score, Log Transformation, Box-Cox, Yeo-Johnson, generate results then systematically compared using sampling ratios understand how model varies as various scaling/transformation methods algorithms combined. It observed or had considerable limited effects depending algorithm type ratio. Compared SGB models, provided higher metrics after applying steps. Box-Cox transformed yielded best among other an R 2 0.87 90% training set. Also, generally when transformed-based Log, Yeo-Johnson) than scaled-based Range Z-Score) show has potential prediction, have impacts predictive capacity evaluated
Language: Английский
Citations
5Arabian Journal for Science and Engineering, Journal Year: 2023, Volume and Issue: 49(4), P. 4831 - 4860
Published: Sept. 4, 2023
Language: Английский
Citations
12Geotechnical and Geological Engineering, Journal Year: 2025, Volume and Issue: 43(3)
Published: Feb. 18, 2025
Language: Английский
Citations
0Tunnelling and Underground Space Technology, Journal Year: 2025, Volume and Issue: 159, P. 106439 - 106439
Published: Feb. 20, 2025
Language: Английский
Citations
0Journal of Rock Mechanics and Geotechnical Engineering, Journal Year: 2025, Volume and Issue: unknown
Published: April 1, 2025
Language: Английский
Citations
0Geological Journal, Journal Year: 2025, Volume and Issue: unknown
Published: April 29, 2025
ABSTRACT Attaining a firm slope stability analysis holds eminent importance in civil and geotechnical projects. This study is concerned with the indirect assessment of slopes using improved versions artificial neural networks (ANN). Two novel metaheuristic techniques, namely seeker optimization algorithm (SOA) electromagnetic field (EFO) are employed for optimising ANN that aims at predicting factor safety (FOS). hybrids EFO‐ANN SOA‐ANN, as well single conventional ANN, trained tested valid dataset collected from earlier literature. First, examining input factors showed unit weight material ( γ ) most important one, followed by internal friction ϕ ), average angle β cohesion c height H pore water pressure coefficient r u ). Upon monitoring performance this model stops training after some epochs because divergence solution, whereas issue was resolved EFO SOA hybrid models. Consequently, significant improvements were achieved both testing accuracies. By comparison, while more successful task, SOA‐ANN presented reliable prediction FOS. The competency these models also verified through (a) comparison literature (b) applying them to another real‐world binary stability/failure. An explicit predictive formula derived which recommended convenient approximator FOS analysis.
Language: Английский
Citations
0Indian geotechnical journal, Journal Year: 2024, Volume and Issue: unknown
Published: Aug. 9, 2024
Language: Английский
Citations
2