In solving earth pressure problems, many input parameters are needed to account for more realistic soil properties and complex boundary conditions. Finding an optimal output while considering many inputs can be costly and time consuming. The input parameters themselves may be significantly uncertain due to lack of laboratory test data and variations in design and construction stages. Adopting an optimisation technique can be useful in such a problem. In this study, a chaotic particle swamp optimisation algorithm is applied to three different earth pressure problems – that is, a retaining wall problem, a plane strain tunnel problem and a suffosion sinkhole problem, to determine their global optimal outputs and corresponding input parameters. The problems are solved using a slip line theory satisfying static equilibrium and the Mohr–Coulomb failure criterion. This improved particle swamp optimisation algorithm is found to show better performances, in accuracy and computational effort, compared to conventional Monte Carlo simulations.
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June 2022
Research Article|
April 27 2022
Optimising an output of a slip line field using a chaotic swamp optimisation algorithm
Thanh Liem Vo
;
Thanh Liem Vo
*School of Engineering, University of Warwick, Coventry, UK.
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Thi Ngoc Mac
;
Thi Ngoc Mac
†Faculty of Civil Engineering, Thuyloi University, Hanoi, Vietnam.
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Duy Minh Do
Duy Minh Do
‡Department of Civil Engineering, Monash University, Clayton, VIC, Australia; SMEC Australia, Docklands, VIC, Australia.
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Publisher: Emerald Publishing
Received:
July 29 2021
Accepted:
March 14 2022
Online ISSN: 2045-2543
ICE Publishing: all rights reserved
2022
Geotechnique Letters (2022) 12 (2): 87–94.
Article history
Received:
July 29 2021
Accepted:
March 14 2022
Citation
Vo TL, Mac TN, Do DM (2022), "Optimising an output of a slip line field using a chaotic swamp optimisation algorithm". Geotechnique Letters, Vol. 12 No. 2 pp. 87–94, doi: https://doi.org/10.1680/jgele.21.00082
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