Reliability-based multi-objective optimization in tunneling alignment under uncertainty

This paper develops a framework of reliability-based multi-objective optimization (RBMO) in tunnel alignment. This study considers the two targets, the limit support pressure (LSP) and maximum ground surface deformation (MGSD), during the new tunnel’s excavation for safety and cost-saving purposes....

Full description

Saved in:
Bibliographic Details
Main Authors: Feng, Liuyang, Zhang, Limao
Other Authors: School of Civil and Environmental Engineering
Format: Article
Language:English
Published: 2022
Subjects:
Online Access:https://hdl.handle.net/10356/159709
Tags: Add Tag
No Tags, Be the first to tag this record!
Institution: Nanyang Technological University
Language: English
id sg-ntu-dr.10356-159709
record_format dspace
spelling sg-ntu-dr.10356-1597092022-06-29T08:44:38Z Reliability-based multi-objective optimization in tunneling alignment under uncertainty Feng, Liuyang Zhang, Limao School of Civil and Environmental Engineering Engineering::Civil engineering Reliability-Based Analysis Multi-Objective Optimization This paper develops a framework of reliability-based multi-objective optimization (RBMO) in tunnel alignment. This study considers the two targets, the limit support pressure (LSP) and maximum ground surface deformation (MGSD), during the new tunnel’s excavation for safety and cost-saving purposes. The hybrid particle swarm optimization-neural network (PSO-NN) is used to construct the meta-model of the LSP and MGSD, based on the 100 groups of finite element numerical results of two tunnel’s excavation. The uncertainty from the soil material property and the meta-model has been considered in the RBMO as well. Through the Monte-Carlo simulation, the probability constraints in the RBMO are determined. Finally, this study entails an illustrative case to examine the superiority of the RBMO in comparison with the deterministic multi-objective optimization (DMO) and reliability-based single-objective optimization (RBSO). Through selecting the best solution of all the Pareto optimal solutions based on the Technique for Order Preference by Similarity to an Ideal Solution (TOPSIS) approach, the optimized relative location of the newly built tunnel based on the RBMO is safer than that based on the RBSO under the tighter constraint for the LSP. In comparison with the RBSO, the RBMO generates a smaller LSP value with comparable MGSD value. Ministry of Education (MOE) Nanyang Technological University The Ministry of Education Tier 1 Grants, Singapore (No. 04MNP000279C120, No. 04MNP002126C120) and the Start-Up Grant at Nanyang Technological University, Singapore (No. 04INS000423C120) provided financial support for this research. 2022-06-29T08:44:38Z 2022-06-29T08:44:38Z 2021 Journal Article Feng, L. & Zhang, L. (2021). Reliability-based multi-objective optimization in tunneling alignment under uncertainty. Structural and Multidisciplinary Optimization, 63(6), 3007-3025. https://dx.doi.org/10.1007/s00158-021-02846-x 1615-147X https://hdl.handle.net/10356/159709 10.1007/s00158-021-02846-x 2-s2.0-85102524445 6 63 3007 3025 en 04MNP000279C120 04MNP002126C120 04INS000423C120 Structural and Multidisciplinary Optimization © 2021 The Author(s), under exclusive licence to Springer-Verlag GmbH, DE part of Springer Nature. All rights reserved.
institution Nanyang Technological University
building NTU Library
continent Asia
country Singapore
Singapore
content_provider NTU Library
collection DR-NTU
language English
topic Engineering::Civil engineering
Reliability-Based Analysis
Multi-Objective Optimization
spellingShingle Engineering::Civil engineering
Reliability-Based Analysis
Multi-Objective Optimization
Feng, Liuyang
Zhang, Limao
Reliability-based multi-objective optimization in tunneling alignment under uncertainty
description This paper develops a framework of reliability-based multi-objective optimization (RBMO) in tunnel alignment. This study considers the two targets, the limit support pressure (LSP) and maximum ground surface deformation (MGSD), during the new tunnel’s excavation for safety and cost-saving purposes. The hybrid particle swarm optimization-neural network (PSO-NN) is used to construct the meta-model of the LSP and MGSD, based on the 100 groups of finite element numerical results of two tunnel’s excavation. The uncertainty from the soil material property and the meta-model has been considered in the RBMO as well. Through the Monte-Carlo simulation, the probability constraints in the RBMO are determined. Finally, this study entails an illustrative case to examine the superiority of the RBMO in comparison with the deterministic multi-objective optimization (DMO) and reliability-based single-objective optimization (RBSO). Through selecting the best solution of all the Pareto optimal solutions based on the Technique for Order Preference by Similarity to an Ideal Solution (TOPSIS) approach, the optimized relative location of the newly built tunnel based on the RBMO is safer than that based on the RBSO under the tighter constraint for the LSP. In comparison with the RBSO, the RBMO generates a smaller LSP value with comparable MGSD value.
author2 School of Civil and Environmental Engineering
author_facet School of Civil and Environmental Engineering
Feng, Liuyang
Zhang, Limao
format Article
author Feng, Liuyang
Zhang, Limao
author_sort Feng, Liuyang
title Reliability-based multi-objective optimization in tunneling alignment under uncertainty
title_short Reliability-based multi-objective optimization in tunneling alignment under uncertainty
title_full Reliability-based multi-objective optimization in tunneling alignment under uncertainty
title_fullStr Reliability-based multi-objective optimization in tunneling alignment under uncertainty
title_full_unstemmed Reliability-based multi-objective optimization in tunneling alignment under uncertainty
title_sort reliability-based multi-objective optimization in tunneling alignment under uncertainty
publishDate 2022
url https://hdl.handle.net/10356/159709
_version_ 1738844843828838400