| 盾构隧道地震响应分析方法及工程应用 |
| |
| 引用本文： | 赵武胜,何先志,陈卫忠,杨建平,王辉,袁敬强.盾构隧道地震响应分析方法及工程应用[J].岩土力学,2012,33(8):2415-2421. |
| |
| 作者姓名： | 赵武胜 何先志 陈卫忠 杨建平 王辉 袁敬强 |
| |
| 作者单位： | 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 |
| |
| 基金项目： | 国家自然科学基金重大国际合作项目(No.50720135906),国家自然科学基金(No.41072238,No.51009133,No.51004097) |
| |
| 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。
|
| 关 键 词： | 盾构隧道 管片 接头 地震响应 相互作用 接触 无限元 壁后注浆 |
| 收稿时间： | 2011-04-08 |
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.Method for analyzing seismic response of shield tunnel and its application[J].Rock and Soil Mechanics,2012,33(8):2415-2421. |
| |
| Authors: | ZHAO Wu-sheng HE Xian-zhi CHEN Wei-zhong YANG Jian-ping WANG Hui YUAN Jing-qiang |
| |
| Institution: | 1. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China; 2. Second Highway Consultants Co., Ltd., China Communications Construction Corporation, Wuhan 430056, China |
| |
| 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. |
| |
| Keywords: | shield tunnel segment connector seismic response interaction contact infinite elements backwall grouting |
| 本文献已被 CNKI 万方数据 等数据库收录！ |
| 点击此处可从《岩土力学》浏览原始摘要信息 |
| 点击此处可从《岩土力学》下载免费的PDF全文 |
|
