Study of Stability of Transition Segment for Bifurcation Tunnel

PDF Full Text Download(1368 KB)

China Journal of Highway and Transport ›› 2011, Vol. 24 ›› Issue (1) : 89-95.

Original Article

Study of Stability of Transition Segment for Bifurcation Tunnel

YU Li-yuan^1,2, LI Shu-cai¹, GUO Xiao-hong³, SHI Shi-bo³

Author information +

History +

Abstract

The methods of numerical analysis and geomechanics model were used to simulate the excavation of the two transition segments, i.e. large-span-tunnel to multi-arch-tunnel and multi-arch-tunnel. Key section on construction spot was monitored. Finite element method was applied to numerical analysis, while the combined type 3-D geomechanical model test system and iron barites sand cementation material(IBSCM) were developed in model test. The results of site monitoring measurement by three methods were compared. Results show that the parts of transition segment vault, interval wall and interval rock column are effected by the tunnel excavation seriously. Transition segmentⅡis more dangerous than transition segmentⅠ.

Key words

tunnel engineering / bifurcation tunnel / model test / transition segment / monitoring measurement / numerical analysis

Cite this article

EndNote

Ris (Procite)

Bibtex

Download Citations

YU Li-yuan, LI Shu-cai, GUO Xiao-hong, SHI Shi-bo. Study of Stability of Transition Segment for Bifurcation Tunnel[J]. China Journal of Highway and Transport, 2011, 24(1): 89-95

References

[1] 丁文其,王晓形,朱合华,等.连拱隧道设计荷载的确定方法[J].中国公路学报,2007,20(5):78-82.
DING Wen-qi,WANG Xiao-xing,ZHU He-hua,et al.Defining Method for Designing Load of Multi-arch Tunnel[J].China Journal of Highway and Transport,2007,20(5):78-82.
[2]刘涛,沈明荣,陶履彬,等.连拱隧道动态施工模型试验与三维数值仿真模拟研究[J].岩石力学与工程学报,2006,25(9):1802-1808.
LIU Tao,SHEN Ming-rong,TAO Lu-bin,et a1.Model Test and 3D Numerical Simulation Study on Excavation of Double-arch Tunnel[J].Chinese Journal of Rock Mechanics and Engineering,2006,25(9):1802-1808.
[3]WU C S,CHEN X,SHEN F,et a1.Vibration Safety in Excavating a Multi-arch Tunnel by Blasting[C]//HUANG Ping.Proceedings of the 2006 International Symposium on Safety Science and Technology.Beijing:Science Press,2006:2206-2210.
[4]周罡,杨新安,孔少波,等.超小间距隧道施工中的地表沉降研究[J].辽宁工程技术大学学报,2006,25(5):717-719.
ZHOU Gang,YANG Xin-an,KONG Shao-bo,et a1.Study on Land Subsidence of Neighborhood Tunnels Excavation[J].Journal of Liaoning Technical University,2006,25(5):717-719.
[5]杨建平,陈卫忠,郭小红.小净距公路隧道支护时机对围岩稳定性影响研究[J].岩土力学,2008,29(2):483-490.
YANG Jian-ping,CHEN Wei-zhong,GUO Xiao-hong.Effect of Supporting Time on Stability of Small Spacing Roadway Tunnel[J].Rock and Soil Mechanics,2008,29(2):483-490.
[6]张强勇,李术才,焦玉勇.岩体数值分析方法与地质力学模型试验原理及工程应用[M].北京:中国水利水电出版社,2005.
ZHANG Qiang-yong,LI Shu-cai,JIAO Yu-yong.Numerical Analysis Method and Geomechanical Model Test Principle of Rock Mass and Application to En-gineering[M].Beijing:China Water Power Press,2005.
[7]沈泰.地质力学模型试验技术的进展[J].长江科学院院报,2001,18(5):32-36.
SHEN Tai.Development of Geomechanic Model Experiment Techniques[J].Journal of Yangtze River Scientific Research Institute,2001,18(5):32-36.
[8]韩伯鲤,陈霞龄,宋一乐,等.岩体相似材料的研究[J].武汉水利电力大学学报,1997,30(2):6-9.
HAN Bo-li,CHEN Xia-ling,SONG Yi-le,et a1.Research on Similar Material of Rockmass[J].Journal of Wuhan University of Hydraulic and Electric En-gineering,1997,30(2):6-9.
[9]马芳平,李仲奎,罗光福.NIOS模型相似材料及其在地质力学相似模型试验中的应用[J].水力发电学报,2004,23(1):48-51.
MA Fang-ping,LI Zhong-kui,LUO Guang-fu.NIOS Model Material and Its Use in Geo-mechanical Similarity Model Test[J].Journal of Hydroelectric En-gineering,2004,23(1):48-51.
[10]FENG X T,HUDSON J A.The Ways Ahead for Rock Engineering Design Methodologies[J].Inter-national Journal of Rock Mechanics and Mining Sciences,2004,41(2):255-273.
[11]SCHUBERT W,GROSSAUER K,BUTTON E A.Interpretation of Displacement Monitoring Data for Tunnels in Heterogeneous Rock Masses[J].Inter-national Journal of Rock Mechanics and Mining Sciences,2004,41(S1):882-887.
[12]肖林萍,赵玉光,李永树.单拱大跨隧道信息化施工监控量测技术研究[J].中国公路学报,2005,18(4):62-66.
XIAO Lin-ping,ZHAO Yu-guang,LI Yong-shu.Research on Field Monitor Measuring Techniques in Informational Construction of Single Arch Long-span Tunnel[J].China Journal of Highway and Transport,2005,18(4):62-66.
[13]刘泉声,白山云,肖春喜,等.基于现场监控量测的龙潭隧道施工期围岩稳定性研究[J].岩石力学与工程学报,2007,26(10):1982-1990.
LIU Quan-sheng,BAI Shan-yun,XIAO Chun-xi,et a1.Study on Surrounding Rock Stability of Longtan Tunnel Based on In-situ Monitoring Measurements[J].Chinese Journal of Rock Mechanics and Engineering,2007,26(10):1982-1990.
[14]雷军,张金柱,林传年.乌鞘岭特长隧道复杂地质条件下断层带应力及变形现场监测分析[J].岩土力学,2008,29(5):1367-1371.
LEI Jun,ZHANG Jin-zhu,LIN Chuan-nian.Analysis of Stress and Deformation Site-monitoring in Fault Zone of Wushaoling Tunnel Under Complex Geo-logical Conditions[J].Rock and Soil Mechanics,2008,29(5):1367-1371.

PDF Full Text Download(1368 KB)

1877

Accesses

Citation

Detail

Sections

Recommended

Abstract
Key words
Cite this article
References

Received	Published
2010-04-17	2011-01-01
Issue Date
2014-01-07

Please choose a citation manager

Content to export

Abstract

Key words

Cite this article

{{custom_sec.title}}

{{custom_sec.title}}

References

{{custom_fnGroup.title_en}}

Footnotes

模态框（Modal）标题

Please choose a citation manager

Content to export

Abstract

Key words

Cite this article

{{custom_sec.title}}

{{custom_sec.title}}

References

{{custom_fnGroup.title_en}}

Footnotes