Seismic Stability of Unsupported Rectangular Excavations in Cohesive-Frictional Soils: FELA Simulations and Comparative Analysis Using MARS, GP, and GMDH Models

In this study, three sophisticated nonlinear regression algorithms—multivariate adaptive regression splines (MARS), genetic programming (GP), and the group method of data handling (GMDH)—are utilized to develop an explicit equation for predicting the seismic stability number (N) for unsupported rect...

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Bibliographic Details
Published in:	Geotechnical and geological engineering Vol. 43; no. 3; p. 136
Main Authors:	Kumar, Divesh Ranjan, Kumar, Pramod, Wipulanusat, Warit, Tran, Duy Tan, Keawsawasvong, Suraparb
Format:	Journal Article
Language:	English
Published:	Cham Springer International Publishing 01.03.2025 Springer Nature B.V
Subjects:	Accuracy Adaptive algorithms Civil Engineering Cohesive soils Comparative analysis Computer simulation Earth and Environmental Science Earth Sciences Earthquake resistance Earthquakes Genetic algorithms Geotechnical engineering Geotechnical Engineering & Applied Earth Sciences Group method of data handling Hydrogeology Internal friction Limit analysis Lower bounds Original Paper Parameter identification Parameter sensitivity Parameters Performance evaluation Performance measurement Regression analysis Regression models Reliability Seismic stability Sensitivity analysis Spline functions Splines Stability Structural engineering Terrestrial Pollution Underground structures Upper bounds Waste Management/Waste Technology Unsupported rectangular excavation GP Pseudostatic seismic GMDH MARS
ISSN:	0960-3182, 1573-1529
Online Access:	Get full text
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