Assessing site investigation program for design of shield tunnels

In the design of shield tunnels, it is expected that a design can be more economical as more site investigation data are available. Nevertheless, the cost of site investigation will also increase as more site investigation data are required. It is thus important to assess the potential benefit of a...

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Main Authors: Jie Zhang, Yuan Sun, Jin-zheng Hu, Hong-wei Huang
Format: Article
Language:English
Published: KeAi Communications Co., Ltd. 2023-04-01
Series:Underground Space
Subjects:
Online Access:http://www.sciencedirect.com/science/article/pii/S2467967422000939
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author Jie Zhang
Yuan Sun
Jin-zheng Hu
Hong-wei Huang
author_facet Jie Zhang
Yuan Sun
Jin-zheng Hu
Hong-wei Huang
author_sort Jie Zhang
collection DOAJ
description In the design of shield tunnels, it is expected that a design can be more economical as more site investigation data are available. Nevertheless, the cost of site investigation will also increase as more site investigation data are required. It is thus important to assess the potential benefit of a site investigation program before it is conducted considering the uncertainty in the soil properties and the site investigation outcomes. In this paper, a probabilistic framework is suggested to assess the effectiveness of a site investigation program for the design of shield tunnels through the random field theory. An efficient method based on the generalized extreme value distribution is used to calculate the failure probability of the tunnel, through which the expected benefit from a site investigation program can be estimated conveniently. The result shows that a site investigation program is more valuable when a greater target design reliability index is needed. The expected benefit from a site investigation program increases as the borehole intensity increases, and it also increases as the scale of fluctuation of the soil properties increases. The method suggested in this paper provides a useful tool for planning borehole layout for the design of shield tunnels, which is promising for the optimization of site investigation.
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spelling doaj.art-d9f69f245d124b458fba5f409cdc05bd2023-09-03T07:53:12ZengKeAi Communications Co., Ltd.Underground Space2467-96742023-04-0193142Assessing site investigation program for design of shield tunnelsJie Zhang0Yuan Sun1Jin-zheng Hu2Hong-wei Huang3Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China; Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University, Shanghai 200092, ChinaDepartment of Geotechnical Engineering, Tongji University, Shanghai 200092, China; Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University, Shanghai 200092, ChinaCorresponding author at: Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China.; Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China; Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University, Shanghai 200092, ChinaDepartment of Geotechnical Engineering, Tongji University, Shanghai 200092, China; Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University, Shanghai 200092, ChinaIn the design of shield tunnels, it is expected that a design can be more economical as more site investigation data are available. Nevertheless, the cost of site investigation will also increase as more site investigation data are required. It is thus important to assess the potential benefit of a site investigation program before it is conducted considering the uncertainty in the soil properties and the site investigation outcomes. In this paper, a probabilistic framework is suggested to assess the effectiveness of a site investigation program for the design of shield tunnels through the random field theory. An efficient method based on the generalized extreme value distribution is used to calculate the failure probability of the tunnel, through which the expected benefit from a site investigation program can be estimated conveniently. The result shows that a site investigation program is more valuable when a greater target design reliability index is needed. The expected benefit from a site investigation program increases as the borehole intensity increases, and it also increases as the scale of fluctuation of the soil properties increases. The method suggested in this paper provides a useful tool for planning borehole layout for the design of shield tunnels, which is promising for the optimization of site investigation.http://www.sciencedirect.com/science/article/pii/S2467967422000939Shied tunnelSite investigationUncertaintySpatial variability
spellingShingle Jie Zhang
Yuan Sun
Jin-zheng Hu
Hong-wei Huang
Assessing site investigation program for design of shield tunnels
Underground Space
Shied tunnel
Site investigation
Uncertainty
Spatial variability
title Assessing site investigation program for design of shield tunnels
title_full Assessing site investigation program for design of shield tunnels
title_fullStr Assessing site investigation program for design of shield tunnels
title_full_unstemmed Assessing site investigation program for design of shield tunnels
title_short Assessing site investigation program for design of shield tunnels
title_sort assessing site investigation program for design of shield tunnels
topic Shied tunnel
Site investigation
Uncertainty
Spatial variability
url http://www.sciencedirect.com/science/article/pii/S2467967422000939
work_keys_str_mv AT jiezhang assessingsiteinvestigationprogramfordesignofshieldtunnels
AT yuansun assessingsiteinvestigationprogramfordesignofshieldtunnels
AT jinzhenghu assessingsiteinvestigationprogramfordesignofshieldtunnels
AT hongweihuang assessingsiteinvestigationprogramfordesignofshieldtunnels