Dynamic response characteristics of shallow-buried biased small clearance tunnel subjected to various ground shaking

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成果类型：

期刊论文

作者：

Li, Yanchao;Jiang, Anmin;Dong, Yanchen;Wang, Feifei;Guo, Hanyang

通讯作者：

Wang, FF

作者机构：

[Li, Yanchao; Jiang, Anmin; Dong, Yanchen] Hunan Urban Construct Coll, Dept Management Engn, Xiangtan 411101, Hunan, Peoples R China.

[Jiang, Anmin] Hunan Univ Sci & Technol, Sch Resource Environm & Safety Engn, Xiangtan 411201, Peoples R China.

[Wang, Feifei; Guo, Hanyang] Hunan City Univ, Sch Civil Engn, Yiyang 413000, Hunan, Peoples R China.

[Wang, Feifei] Hunan City Univ, Key Lab Green Bldg & Intelligent Construct Higher, Yiyang 413000, Peoples R China.

通讯机构：

[Wang, FF ] H

Hunan City Univ, Sch Civil Engn, Yiyang 413000, Hunan, Peoples R China.

Hunan City Univ, Key Lab Green Bldg & Intelligent Construct Higher, Yiyang 413000, Peoples R China.

语种：

英文

关键词：

tunnel engineering;various ground shaking;dynamic response;axial force;bending moment

期刊：

Journal of Vibroengineering

ISSN：

1392-8716

年：

2025

卷：

期：

页码：

619-637

DOI：

10.21595/jve.2025.24648

基金类别：

Natural Sciences Funding Project of Hunan Province [2024JJ6110, 2024JJ8049]; Application Basic Research and Soft Science Research Plan of Yiyang City [2024YR02]; Aid program for Science and Technology Innovative Research Team in Higher Educational Institutions of Hunan Province

机构署名：

本校为通讯机构

院系归属：

土木工程学院

摘要：

The axial force and bending moment of tunnel lining are crucial for lining stability. To investigate the response patterns of axial force and bending moment in shallow-buried biased small clearance tunnels under various conditions-including different adjacent slope angles, loading wave types, peak loads, and loading directions-extensive numerical simulations were conducted. The numerical results were subsequently verified through large-scale vibration table physical model experiments. The findings reveal that the variation patterns of lining axial force and bending moment under bidirectional c...

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Dynamic response characteristics of shallow-buried biased small clearance tunnel subjected to various ground shaking

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