Study on Environmental Effects Induced by Quasirectangle Shield Tunnelling with Analytical Stiffness Matrix

During the quasirectangle shield tunnelling, the soil around the tunnel is inevitably disturbed which results in different degrees of additional stresses and displacement of the soil. In this paper, the environmental effects caused by the construction of quasirectangle shield are analyzed by the ana...

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Main Authors: Jianguo Xu, Fengyang Miao, Lei Kou, Jinpeng Zhang
Format: Article
Language:English
Published: Wiley 2022-01-01
Series:Advances in Civil Engineering
Online Access:http://dx.doi.org/10.1155/2022/1595651
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author Jianguo Xu
Fengyang Miao
Lei Kou
Jinpeng Zhang
author_facet Jianguo Xu
Fengyang Miao
Lei Kou
Jinpeng Zhang
author_sort Jianguo Xu
collection DOAJ
description During the quasirectangle shield tunnelling, the soil around the tunnel is inevitably disturbed which results in different degrees of additional stresses and displacement of the soil. In this paper, the environmental effects caused by the construction of quasirectangle shield are analyzed by the analytical stiffness matrix method, focusing on the law of the additional stress field and the deformation of the multilayered soil induced by the construction of a quasirectangle shield. The results show that the additional stresses field has localized characteristics around the quasirectangle shield. The further away from the excavation face, the smaller the stress is. Also, shell friction and synchronous grouting pressure have a significantly greater influence on the additional stress field. Finally, the horizontal settlement groove of the quasirectangle shield is roughly symmetrical and parabolic along the tunnel axis, with a groove width range of about 20m. Synchronous grouting pressure has a greater effect on longitudinal ground deformation.
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id doaj-art-97713b6b214f4f93a799c79918823c9d
institution Kabale University
issn 1687-8094
language English
publishDate 2022-01-01
publisher Wiley
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series Advances in Civil Engineering
spelling doaj-art-97713b6b214f4f93a799c79918823c9d2025-02-03T01:23:15ZengWileyAdvances in Civil Engineering1687-80942022-01-01202210.1155/2022/1595651Study on Environmental Effects Induced by Quasirectangle Shield Tunnelling with Analytical Stiffness MatrixJianguo Xu0Fengyang Miao1Lei Kou2Jinpeng Zhang3School of Water Conservancy EngineeringSchool of Water Conservancy EngineeringSchool of Water Conservancy EngineeringHenan Puze Expressway Company LimitedDuring the quasirectangle shield tunnelling, the soil around the tunnel is inevitably disturbed which results in different degrees of additional stresses and displacement of the soil. In this paper, the environmental effects caused by the construction of quasirectangle shield are analyzed by the analytical stiffness matrix method, focusing on the law of the additional stress field and the deformation of the multilayered soil induced by the construction of a quasirectangle shield. The results show that the additional stresses field has localized characteristics around the quasirectangle shield. The further away from the excavation face, the smaller the stress is. Also, shell friction and synchronous grouting pressure have a significantly greater influence on the additional stress field. Finally, the horizontal settlement groove of the quasirectangle shield is roughly symmetrical and parabolic along the tunnel axis, with a groove width range of about 20m. Synchronous grouting pressure has a greater effect on longitudinal ground deformation.http://dx.doi.org/10.1155/2022/1595651
spellingShingle Jianguo Xu
Fengyang Miao
Lei Kou
Jinpeng Zhang
Study on Environmental Effects Induced by Quasirectangle Shield Tunnelling with Analytical Stiffness Matrix
Advances in Civil Engineering
title Study on Environmental Effects Induced by Quasirectangle Shield Tunnelling with Analytical Stiffness Matrix
title_full Study on Environmental Effects Induced by Quasirectangle Shield Tunnelling with Analytical Stiffness Matrix
title_fullStr Study on Environmental Effects Induced by Quasirectangle Shield Tunnelling with Analytical Stiffness Matrix
title_full_unstemmed Study on Environmental Effects Induced by Quasirectangle Shield Tunnelling with Analytical Stiffness Matrix
title_short Study on Environmental Effects Induced by Quasirectangle Shield Tunnelling with Analytical Stiffness Matrix
title_sort study on environmental effects induced by quasirectangle shield tunnelling with analytical stiffness matrix
url http://dx.doi.org/10.1155/2022/1595651
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AT fengyangmiao studyonenvironmentaleffectsinducedbyquasirectangleshieldtunnellingwithanalyticalstiffnessmatrix
AT leikou studyonenvironmentaleffectsinducedbyquasirectangleshieldtunnellingwithanalyticalstiffnessmatrix
AT jinpengzhang studyonenvironmentaleffectsinducedbyquasirectangleshieldtunnellingwithanalyticalstiffnessmatrix