超长沉管隧道抗震设计及其关键性问题分析

上海交通大学学报（自然版） ›› 2012, Vol. 46 ›› Issue (01): 94-98.

超长沉管隧道抗震设计及其关键性问题分析

禹海涛1,2a，袁勇2b，徐国平3，陈越4

(1. 上海交通大学土木工程系，上海 200030； 2. 同济大学 a. 地下建筑与工程系, b. 岩土及地下工程教育部重点实验室, 上海200092; 3. 中交公路规划设计院有限公司, 北京 100088; 4. 港珠澳大桥管理局, 珠海 519015)

收稿日期:2011-07-27 出版日期:2012-01-30 发布日期:2012-01-30
基金资助:
国家“十一五”科技支撑计划项目（2011BAG07B01），国家自然科学基金项目(50838004)，同济大学土木工程学院光华基金项目，长江学者和创新团队发展计划资助(IRT1029)

Issues on the Seismic Design and Analysis of Ultra-long Immersed Tunnel

YU Hai-Tao-1, 2a , YUAN Yong-2b, XU Guo-Ping-3, CHEN Yue-4

(1. Department of Civil Engineering, Shanghai Jiaotong University, Shanghai 200030, China;2a. Department of Geotechnical Engineering, 2b. Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University, Shanghai 200092, China; 3. China Communications Construction Cooperation Highway Consultants Co.Ltd.,Beijing 100088,China;4. HongkongZhuhaiMacao Bridge Authority, Zhuhai 519015, Guangdong, China)

Received:2011-07-27 Online:2012-01-30 Published:2012-01-30

摘要/Abstract

摘要： 在分析国内外沉管隧道抗震性能研究的基础上，以港珠澳大桥沉管隧道为背景，阐述了超长沉管隧道抗震设计与分析中迫切需要解决的4个关键性问题，即沉管隧道土体与结构相互作用的动力计算方法、非一致地震激励下超长沉管隧道地震响应分析方法、沉管隧道减震控制技术以及沉管隧道振动台试验模拟技术，并指出了沉管隧道工程抗震研究的几个方向.

关键词: 沉管隧道, 非一致地震激励, 抗震设计, 振动台试验

Abstract: Based on the literature reviews of the present seismic research on immersed tunnels, four key issues on the seismic design and analysis of ultra-long immersed tunnel with the background of Hongkong-Zhuhai-Macao engineering were addressed: calculation method for dynamic interaction between tunnel segment and surrounding soils, analytical method for seismic response of immersed tunnel subjected to non-uniform seismic loading, seismic mitigation method of immersed tunnel, and shake table test technology of immersed tunnel. These issues will be the focus of further research on seismic design and analysis of immersed tunnel in China.

Key words: immersed tunnel, non-uniform seismic loading, seismic design, shaking table test

中图分类号:

U 45

禹海涛1, 2a, 袁勇2b, 徐国平3, 陈越4. 超长沉管隧道抗震设计及其关键性问题分析[J]. 上海交通大学学报（自然版）, 2012, 46(01): 94-98.

YU Hai-Tao-1, 2a , YUAN Yong-2b, XU Guo-Ping-3, CHEN Yue-4. Issues on the Seismic Design and Analysis of Ultra-long Immersed Tunnel[J]. Journal of Shanghai Jiaotong University, 2012, 46(01): 94-98.

参考文献

［1］Anastasopoulos I, Gerolymos N, Drosos V, et al. Nonlinear response of deep immersed tunnel to strong seismic shaking ［J］. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 2007, 133 (9): 10671090.

［2］傅继阳, 吴玖荣, 徐安.广州洲头咀沉管隧道地震响应研究［J］.湖南大学学报：自然科学版, 2008, 35 (9): 2327.

FU Jiyang, WU Jiurong, XU An. Seismic response of Zhoutouzui immersed tunnel in Guangzhou ［J］. Journal of Hunan University: Natural Science, 2008, 35 (9): 2327.

［3］陈贵红, 高波, 赵玉光. 沉管隧道抗震研究［J］. 地震研究, 2006, 29 (1): 6064.

CHEN Guihong, GAO Bo, ZHAO Yuguang. Earthquakeresistant research of immersed tunnel ［J］. Journal of Seismological Research, 2006, 29 (1): 6064.

［4］Klyomlya O. Earthquakeresistant design features of immersed tunnels in Japan ［J］. Tunneling and Underground Space Technology, 1995, 10 (4): 463475.

［5］Lyngs J H. Model accuracy in aseismic design of immersed tunnel ［D］. Greece：Aalborg Univerisity, 2008.

［6］严松宏, 高峰, 李德武, 等.沉管隧道地震响应分析若干问题的研究［J］. 岩石力学与工程学报, 2004, 23 (5): 846850.

YAN Songhong, GAO Feng, LI Dewu, et al. Studies on some issues of seismic response analyses for submerged tunnel ［J］. Chinese Journal of Rock Mechanics and Engineering, 2004, 23 (5): 846850.

［7］韩大建, 周阿兴. 沉管隧道地震响应分析的等效质点系模型探讨［J］.华南理工大学学报:自然科学版,1999, 27(11): 108114.

HAN Dajian, ZHOU Axing. A study on the equivalent masssystem models for the analysis for earthquake response of an immersed tunnel ［J］. Journal of South China University of Technology: Natural Science, 1999, 27 (11): 108114.

［8］韩大建, 周阿兴, 黄炎生. 珠江水下沉管隧道的抗震分析与设计: I. 时程响应法［J］.华南理工大学学报: 自然科学版, 1999, 27 (11): 115121.

HAN Dajian, ZHOU Axing, HUANG Yansheng. Aseismic analysis and design of the Pearl River Tunnel: I. Time domain response method ［J］. Journal of South China University of Technology: Natural Science, 1999, 27 (11): 115121.

［9］韩大建, 唐增洪. 珠江水下沉管隧道的抗震分析与设计: II. 行波法［J］.华南理工大学学报:自然科学版,1999, 27 (11): 122130.

HAN Dajian, TANG Zenghong. Aseismic analysis and design of the Pear River Tunnel: II. Travelling wave method ［J］. Journal of South China University of Technology: Natural Science, 1999, 27(11): 122130.

［10］Ding J H, Jin X L, Guo Y Z, et al. Numerical simulation for largescale seismic response analysis of immersed tunnel ［J］. Engineering Structures, 2006, 28 (10): 13671377.

［11］Yu H T, Yuan Y, Chen Z Y, et al. Full 3D numerical simulation method and its application to seismic response analysis of waterconveyance tunnel ［C］ // International Symposium on Computational Structural Engineering. Beijing: Springer, 2009: 349358.

［12］Yu H T, Yuan Y, Chen Z Y, et al. Numerical simulation for largescale seismic response analysis of longdistance waterconveyance shield tunnel ［C］ // International Conference on Pipelines and Trenchless Technology. Shanghai: ASCE, 2009: 11971211.

［13］Lu J F, Jeng D S, Lee T S. Dynamic response of a piecewise circular tunnel embedded in a poroelastic medium ［J］. Soil Dynamics and Earthquake Engineering, 2007, 27 (9): 875891.

［14］Penzien J. Seismically induced racking of tunnel linings ［J］. Earthquake Engineering and Structural Dynamics, 2000, 29: 683691.

［15］Gil L M, Hernandez E, De la Fuente P. Simplified transverse seismic analysis of buried structures ［J］. Soil Dynamics and Earthquake Engineering, 2001, 21 (8): 735740.

［16］Yu H T, Chen Z Y, Yuan Y. 2D seismic fragility analysis and structural type effect of a multispan subway station ［C］ // Proceedings of the Tenth International Symposium on Structural Engineering for Young Experts. Beijing: Science Press, 2008: 19171922.

［17］袁勇, 禹海涛, 陈之毅. 软土浅埋框架结构抗震计算方法评价［J］. 振动与冲击, 2009, 28 (8):5056.

YUAN Yong, YU Haitao, CHEN Zhiyi. Evaluation of seismic calculation methods for shallowburied frame structures in soft soil ［J］. Journal of Vibration and Shock, 2009, 28 (8): 5056.

［18］Harichandran R S, Vanmarcke E H. Stochastic variation of earthquake ground motion in space and time ［J］. Journal of Engineering Mechanics, 1986, 112 (2): 154174.

［19］Zerva A. Response of multispan beams to spatially incoherent seismic ground motions ［J］. Earthquake Engineering and Structural Dynamics, 1990, 19 (6): 819832.

［20］Ono K, Shimamura S, Kasai H. Seismic isolation for underground structures ［C］ // Proceedings of the 4th USJapan Workshop on Earthquake Disaster Prevention for Lifeline Systems. CA, USA: Los Angeles, 1992, N840: 245259.

［21］Shimamura S, Kasai H, Haruumi M. Seismic isolation effect for a tunnel with a soft isolation layer ［J］. Structural Engineering and Earthquake Engineering, 1999, 16(2): 143154.

［22］Zhi H T, Otsuka H, Toyonaga S. Isolation analysis of underground structure ［J］. Memoirs of the Faculty of Engineering, 1999, 59(1): 2128.

［23］Kim D S, Konagai K. Seismic isolation effect of a tunnel covered with coating material ［J］. Tunnelling and Underground Space Technology, 2000, 15 (4): 437443.

［24］Abrahamson N A, Schneider J F, Stepp J C. Empirical spatial coherency functions for soilstructure interaction analyses ［J］. Earthquake Spectra, 1991, 7(1): 127.

［25］严松宏, 高波, 潘昌实. 地震作用下沉管隧道接头力学性能分析［J］. 岩石力学与工程学报, 2003, 22 (2): 286289.

YAN Songhong, GAO Bo, PAN Changshi. Dynamic property analysis on joint for submerged tunnel under earthquake ［J］. Chinese Journal of Rock Mechanics and Engineering, 2003, 22 (2): 286289.

［26］Anastasopoulos I, Gerolymos N, Drosos V, et al. Behaviour of deep immersed tunnel under combined normal fault rupture deformation and subsequent seismic shaking ［J］. Bulletin of Earthquake Engineering, 2008, 6 (2): 213239.

［27］杨林德,杨超,季倩倩,等.地铁车站的振动台试验与地震响应的计算方法［J］.同济大学学报: 自然科学版, 2003, 31(10):11351140.

YANG Linde, YANG Chao, JI Qianqian, et al. Shaking table test and numerical calculation on subway station structures in soft soil ［J］. Journal of Tongji University：Natural Science, 2003, 31(10): 11351140.

［28］陈国兴, 庄海洋, 杜修力, 等. 液化场地土地铁车站结构大型振动台模型试验研究［J］.地震工程与工程振动, 2007, 27 (3): 163170.

CHEN Guoxing, ZHUANG Haiyang, DU Xiuli, et al. Largescale shaking table test for subway station structure built in liquefiable saturated fine sand soil ［J］. Journal of Earthquake Engineering and Engineering Vibration, 2007, 27(3): 163170.

［29］姜忻良, 徐炳伟, 焦莹. 大型土桩复杂结构振动台模型试验研究［J］. 土木工程学报, 2010, 43(10): 98105.

JIANG Xinliang, XU Bingwei, JIAO Ying. Analysis of shaking table test of largescale soilpilecomplex structure interaction ［J］. China Civil Engineering Journal, 2010, 43(10): 98105.

［30］Chen J, Shi X J, Li J. Shaking table test of utility tunnel under nonuniform earthquake wave excitation ［J］. Soil Dynamics and Earthquake Engineering, 2010, 30(11): 14001416.

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