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Erschienen in: Innovative Infrastructure Solutions 1/2020

01.04.2020 | State-of-the-art paper

Optimization of non-circular failure surface in slope based on particle swarm models

verfasst von: N. Himanshu, V. Kumar, A. Burman, B. Gordan

Erschienen in: Innovative Infrastructure Solutions | Ausgabe 1/2020

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Abstract

This article presents results of slope analyses employing a simple technique of generating segmented non-circular failure surfaces. The formulation of slope analysis is performed as an optimization problem with four constrained control variables characterizing the failure surface. In this study, different variants of particle swarm optimization (PSO) methods such as inertia weight equipped and contemporary standard PSO (CS-PSO) are utilized to obtain optimum control variables and associated critical failure surface. The factor of safety of the slope or the objective function of the constrained optimization problem is determined by Morgenstern–Price method. To explore the competence of proposed method with different PSO models, three benchmark problems are analysed for different maximum number of function evaluations such as 1000, 2500 and 5000. A series of sensitivity analyses are performed for various parameters such as swarm size with maximum iteration count of 100. The swarm diversity behaviour is also studied in relation with converged or promising global optimum solution. It is found that contemporary standard PSO (CS-PSO) with or without velocity clamping maintains better swarm diversity and preserves the balance between swarm “exploration” and “exploitation” efficiently. Velocity clamping and positional clamping are recommended as they prevent the solution/control variable from overflying the swarm best position.

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Metadaten
Titel
Optimization of non-circular failure surface in slope based on particle swarm models
verfasst von
N. Himanshu
V. Kumar
A. Burman
B. Gordan
Publikationsdatum
01.04.2020
Verlag
Springer International Publishing
Erschienen in
Innovative Infrastructure Solutions / Ausgabe 1/2020
Print ISSN: 2364-4176
Elektronische ISSN: 2364-4184
DOI
https://doi.org/10.1007/s41062-019-0259-3

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