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Seismic energy response and damage evolution of tunnel lining structures

Abstract:
Abstract Although tunnels typically experience a lower rate of damage than surface structures during an earthquake, some tunnels have experienced considerable damage during recent strong earthquakes. Hence, seismic response analysis of tunnels located in high-intensity earthquake zones is an important issue for tunnel engineers. In this study, a three-dimensional numerical model of a tunnel was developed to analyse the dynamic energy response and damage evolution of tunnel linings under the influence of seismic waves. A nonlinear concrete damage model for the tunnel lining and a special infinite element boundary technique were employed to investigate the damage pattern and damage evolution process for tunnel lining structures. In addition, the concept of seismic layer is proposed on the basis of the flexibility ratio (a measure of the flexural stiffness of a tunnel relative to the surrounding ground) as a countermeasure against seismic damage. Subsequently, numerical simulation results are compared with field observation data for tunnels damaged during the Wenchuan earthquake. The crack patterns revealed in the damage analysis of the numerical model have also been observed in the field investigation of several mountain tunnels damaged during the Wenchuan earthquake. The similarities between the damage patterns of the lining structures in the field observation and in the damage analysis provide additional evidence of the considerable influence of seismic waves on the damage patterns.
Author Listing: Z. Z. Wang;Yuan-Jun Jiang;C. A. Zhu
Volume: 23
Pages: 758 - 770
DOI: 10.1080/19648189.2017.1304283
Language: English
Journal: European Journal of Environmental and Civil Engineering

European Journal of Environmental and Civil Engineering

EUR J ENVIRON CIV EN

影响因子:2.3
是否综述期刊:否
是否OA:否
是否预警:不在预警名单内
发行时间:-
ISSN:1964-8189
发刊频率:Monthly
收录数据库:SCIE/Scopus收录
出版国家/地区:FRANCE
出版社:Taylor and Francis Ltd.

期刊介绍

The European Research Area has now become a reality. The prime objective of the EJECE is to fully document advances in International scientific and technical research in the fields of sustainable construction and soil engineering. In particular regard to the latter, the environmental preservation of natural media (soils and rocks) and the mitigation of soil-related risks are now not only major societal challenges, but they are also the source of scientific and technical developments that could be extremely beneficial.

欧洲研究区现已成为现实。EJECE的主要目标是全面记录可持续建筑和土壤工程领域国际科学和技术研究的进展。特别是关于后者,自然介质(土壤和岩石)的环境保护和减轻与土壤有关的风险现在不仅是重大的社会挑战,而且也是可能极为有益的科学和技术发展的源泉。

年发文量 159
国人发稿量 60
国人发文占比 37.93%
自引率 4.3%
平均录取率 容易
平均审稿周期 较慢,6-12周
版面费 -
偏重研究方向 ENGINEERING, CIVIL-ENGINEERING, GEOLOGICAL
期刊官网 http://www.tandfonline.com/toc/tece20/current
投稿链接 https://mc.manuscriptcentral.com/tece

质量指标占比

研究类文章占比 OA被引用占比 撤稿占比 出版后修正文章占比
86.16% 1.64% 0.00% 0.28%

相关指数

影响因子
影响因子
年发文量
自引率
Cite Score

预警情况

时间 预警情况
2025年03月发布的2025版 不在预警名单中
2024年02月发布的2024版 不在预警名单中
2023年01月发布的2023版 不在预警名单中
2021年12月发布的2021版 不在预警名单中
2020年12月发布的2020版 不在预警名单中

JCR分区 WOS分区等级:Q2区

版本 按学科 分区
WOS期刊SCI分区
(2021-2022年最新版)
ENGINEERING, CIVIL Q2
ENGINEERING, GEOLOGICAL Q3

中科院分区

版本 大类学科 小类学科 Top期刊 综述期刊
工程技术
4区
ENGINEERING, CIVIL
工程:土木
4区
ENGINEERING, GEOLOGICAL
工程:地质
4区
2021年12月
基础版
工程技术
4区
ENGINEERING, CIVIL
工程:土木
4区
ENGINEERING, GEOLOGICAL
工程:地质
4区
2021年12月
升级版
工程技术
4区
ENGINEERING, CIVIL
工程:土木
4区
ENGINEERING, GEOLOGICAL
工程:地质
4区
2020年12月
旧的升级版
工程技术
4区
ENGINEERING, CIVIL
工程:土木
4区
ENGINEERING, GEOLOGICAL
工程:地质
4区
2022年12月
最新升级版
工程技术
4区
ENGINEERING, CIVIL
工程:土木
4区
ENGINEERING, GEOLOGICAL
工程:地质
4区