Method for analyzing seismic response of shield tunnel and its application

ZHAO Wu-sheng; HE Xian-zhi; CHEN Wei-zhong; YANG Jian-ping; WANG Hui; YUAN Jing-qiang

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Method for analyzing seismic response of shield tunnel and its application

更新时间：2026-06-25

- Method for analyzing seismic response of shield tunnel and its application
- Vol. 33, Issue 8, (2012)
- 作者机构：
  
  1. 中国科学院武汉岩土力学研究所岩石力学与工程国家重点实验室,武汉,430071
  2. 中交第二公路勘察设计研究院有限公司,武汉,430056
- 作者简介：
- 基金信息：
- DOI：
  CLC： P65
- Online First：13 August 2012，
  
  Published：2012
- 稿件说明：
移动端阅览
ZHAO Wu-sheng, HE Xian-zhi, CHEN Wei-zhong, et al. Method for analyzing seismic response of shield tunnel and its application[J]. 2012, 33(8).
DOI：

ZHAO Wu-sheng, HE Xian-zhi, CHEN Wei-zhong, et al. Method for analyzing seismic response of shield tunnel and its application[J]. 2012, 33(8). DOI：

摘要

盾构隧道在地震作用下可发生接头螺栓剪断、管片开裂、管片端部混凝土脱落、大变形及错台等震害，将影响隧道的安全与正常使用，因此，建立合理的分析模型与计算方法来研究隧道可能的震害具有重要的工程防震减灾意义。采用嵌入梁单元模拟接头，厚壳单元模拟管片，无限元作为动力人工边界，同时在管片之间及管片与地层间设置非连续接触关系，更好地模拟了管片厚度方向应力及管片与地层间的相互作用，建立了厚壳-接触-无限元地震响应分析模型。并将该模型运用于某大直径越江盾构隧道的抗震分析中，计算结果与盾构隧道震害特征较为吻合，表明该模型可反映盾构隧道的真实地震动响应。并应用该模型分析了壁后注浆层材料参数及结构与土体相互作用对管片动力响应的影响。所建模型对于研究盾构或TBM施工隧道的震害分析具有很好的推广价值。

Abstract

Seismic load can bring serious damage to shield tunnel. Reasonable seismic analysis of tunnel can help to reduce or avoid potential seismic hazard. So it is necessary to establish efficient model for seismic response of shield tunnel. Segment connectors are simulated by embedded beam elements

and segments are simulated by thick shell elements. At the same time

noncontinuous contact is built between segments and between segment and surrounding soil

which can better simulate stress in thickness direction and the interaction between segments. Thereby

the thick shell-contact-infinite element model for dynamic analysis of shield tunnel is built. Actual seismic disaster data and project results prove that the model has good accuracy. Finally

the model is used to analyze grouting material parameters and contact nonlinearity on the impact of seismic response of segments. This model has a good popularization value for seismic disaster analysis of shield tunnels or tunnels constructed by TBM.

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Related Institution

State Key Laboratory of Geomechanics and Geotechnical Engineering，Institute of Rock and Soil Mechanics，Chinese Academy of Sciences

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College of Civil Engineering, Fuzhou University

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Fujian Fuzhou Construction Development Group Co. Ltd.

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