Uncertainty and Sensitivity Analysis of Significant Parameters for Superlarge Diameter Shield Excavation

Excavation of a superlarge diameter tunnel by tunnel boring machine (TBM) is different from that of a shield tunnel with normal dimension, in which the control system of the superlarge TBM is very complicated and difficult to operate. Hence, it is very important to focus on the control and managemen...

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Main Authors: Elton J. Chen, Yang-Yang Chen, Lin-Chun Wei, Han-Bin Luo
Format: Article
Language:English
Published: Wiley 2021-01-01
Series:Advances in Civil Engineering
Online Access:http://dx.doi.org/10.1155/2021/8819393
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author Elton J. Chen
Yang-Yang Chen
Lin-Chun Wei
Han-Bin Luo
author_facet Elton J. Chen
Yang-Yang Chen
Lin-Chun Wei
Han-Bin Luo
author_sort Elton J. Chen
collection DOAJ
description Excavation of a superlarge diameter tunnel by tunnel boring machine (TBM) is different from that of a shield tunnel with normal dimension, in which the control system of the superlarge TBM is very complicated and difficult to operate. Hence, it is very important to focus on the control and management of significant parameters to ensure excavation stability under uncertainty. In this paper, we (i) utilize a BIM-based big data platform (BIM-BDP) to manage the essential construction data of tunnel project in digital format; (ii) adopt the global sensitivity analysis (SA) to recognize significant parameters for shield excavation based on polynomial chaos expansion (PCE)–extended Fourier amplitude sensitivity test (eFAST) model; and (iii) employ the uncertainty analysis (UA) to discover the correlation between significant parameters from the data of the BIM-BDP. This research contributes to (i) the body of knowledge of proposing a more appropriate research methodology that can cope with aleatory and epistemic uncertainty and support uncertainty and sensitivity analysis (UA/SA) processes based on data from BIM-BDP and (ii) the state of practice by providing a data-driven surrogate model to simulate system behaviors of shield excavation with high reliability and to reduce dependency on domain experts. Here, we pay close attention to the most influential parameters that require priority parameter control, which can help administrators optimize the management of shield parameters during tunnel excavation.
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institution Kabale University
issn 1687-8086
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language English
publishDate 2021-01-01
publisher Wiley
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series Advances in Civil Engineering
spelling doaj-art-acb203d4cb204a36be558decbf53ff002025-02-03T05:52:35ZengWileyAdvances in Civil Engineering1687-80861687-80942021-01-01202110.1155/2021/88193938819393Uncertainty and Sensitivity Analysis of Significant Parameters for Superlarge Diameter Shield ExcavationElton J. Chen0Yang-Yang Chen1Lin-Chun Wei2Han-Bin Luo3School of Civil & Hydraulic Engineering, Huazhong University of Science and Technology, Wuhan 430074, ChinaSchool of Civil & Hydraulic Engineering, Huazhong University of Science and Technology, Wuhan 430074, ChinaShanghai Tunnel Engineering Co., Ltd., Shanghai 200032, ChinaSchool of Civil & Hydraulic Engineering, Huazhong University of Science and Technology, Wuhan 430074, ChinaExcavation of a superlarge diameter tunnel by tunnel boring machine (TBM) is different from that of a shield tunnel with normal dimension, in which the control system of the superlarge TBM is very complicated and difficult to operate. Hence, it is very important to focus on the control and management of significant parameters to ensure excavation stability under uncertainty. In this paper, we (i) utilize a BIM-based big data platform (BIM-BDP) to manage the essential construction data of tunnel project in digital format; (ii) adopt the global sensitivity analysis (SA) to recognize significant parameters for shield excavation based on polynomial chaos expansion (PCE)–extended Fourier amplitude sensitivity test (eFAST) model; and (iii) employ the uncertainty analysis (UA) to discover the correlation between significant parameters from the data of the BIM-BDP. This research contributes to (i) the body of knowledge of proposing a more appropriate research methodology that can cope with aleatory and epistemic uncertainty and support uncertainty and sensitivity analysis (UA/SA) processes based on data from BIM-BDP and (ii) the state of practice by providing a data-driven surrogate model to simulate system behaviors of shield excavation with high reliability and to reduce dependency on domain experts. Here, we pay close attention to the most influential parameters that require priority parameter control, which can help administrators optimize the management of shield parameters during tunnel excavation.http://dx.doi.org/10.1155/2021/8819393
spellingShingle Elton J. Chen
Yang-Yang Chen
Lin-Chun Wei
Han-Bin Luo
Uncertainty and Sensitivity Analysis of Significant Parameters for Superlarge Diameter Shield Excavation
Advances in Civil Engineering
title Uncertainty and Sensitivity Analysis of Significant Parameters for Superlarge Diameter Shield Excavation
title_full Uncertainty and Sensitivity Analysis of Significant Parameters for Superlarge Diameter Shield Excavation
title_fullStr Uncertainty and Sensitivity Analysis of Significant Parameters for Superlarge Diameter Shield Excavation
title_full_unstemmed Uncertainty and Sensitivity Analysis of Significant Parameters for Superlarge Diameter Shield Excavation
title_short Uncertainty and Sensitivity Analysis of Significant Parameters for Superlarge Diameter Shield Excavation
title_sort uncertainty and sensitivity analysis of significant parameters for superlarge diameter shield excavation
url http://dx.doi.org/10.1155/2021/8819393
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AT yangyangchen uncertaintyandsensitivityanalysisofsignificantparametersforsuperlargediametershieldexcavation
AT linchunwei uncertaintyandsensitivityanalysisofsignificantparametersforsuperlargediametershieldexcavation
AT hanbinluo uncertaintyandsensitivityanalysisofsignificantparametersforsuperlargediametershieldexcavation