Advanced Search
  • 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引（EI）收录期刊
  • Scopus数据库收录期刊
Volume 34 Issue 6
Turn off MathJax
Article Contents
Abstract
References
Related Articles
DONG Xin-ping. Effect of unsymmetrical support parameters on construction of large-span tunnel with shallow overburden[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(6): 1148-1153.
Citation: DONG Xin-ping. Effect of unsymmetrical support parameters on construction of large-span tunnel with shallow overburden[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(6): 1148-1153.
shu

Effect of unsymmetrical support parameters on construction of large-span tunnel with shallow overburden

  • Department of Communication Engineering, Zhengzhou University, Zhengzhou 450002, China

More Information
  • Published Date: June 19, 2012
    Graphical Abstract
    • Abstract
  • To deal with the extreme deformation and damage during the construction of large-span tunnels, one case study of large-span tunnel with shallow overburden, constructed by double-side drift method, is conducted, and the FEM results are verified according to the measured data. The effect of unsymmetrical support parameters of side drift on the settlement of ground surface and transfer of internal force of supports is analyzed. It is demonstrated that the Timoshenko laminated beam theory is suitable for calculating the internal force of the primary supports. The unsymmetrical support design has a great effect on the settlement of ground surface and the distribution and transfer of internal force of supports during the excavation phase of central drift. When the stiffness of inner wall is reduced to some extent, the settlement of ground surface will grow rapidly.
    • FullText(HTML)
    • References (18)
  • [1]
    郝小苏 . 龙头山八车道公路隧道双侧壁导坑法施工 [J]. 铁道标准设计 , 2007, 2 ( 增刊 ): 96 – 99. ( HAO Xiao-su . Construction of Longtoushan eight-lane highway tunnel with twin-side heading method[J]. Railway Standard Design , 2007, 2 (S0): 96 – 99. (in Chinese))
    [2]
    董建驹 , 王新线 , 李海峰 . 广州地铁公纪区间 21.6 m 大跨度段施工技术 [J]. 铁道建筑技术 , 2002(3): 29 – 32. (DONG Jian-ju, WANG Xin-xian, LI Hai-feng. Construction of 21.6 m span section of Guangzhou metro[J]. Railway Construction Technology, 2002(3): 29 – 32. (in Chinese))
    [3]
    万姜林 , 唐果良 . 复杂周边环境下浅埋超大断面隧道施工技术 [J]. 地下空间 , 2004, 24 (2): 185 – 189. (WAN Jiang-lin, TANG Guo-liang. Construction technology of shallow-overburden large-span tunnel in complex condition[J]. Underground Space, 2004, 24 (2): 185 – 189. (in Chinese))
    [4]
    张家维 . 大跨度隧道塌方处理技术 [J]. 铁道工程学报 , 2007, 5 : 86 – 94. (ZHANG Jia-wei. Technology for treating collapse of large span tunnel[J]. Journal of Railway Engineering Society, 2007, 5 : 86 – 94. (in Chinese))
    [5]
    丁文其 , 谢东武 , 严宗雪 , 等 . 动态监测及其在四车道公路隧道施工中的应用 [J]. 地下空间与工程学报 , 2007, 3 (1): 118 – 123. (DING Wen-qi, XIE Dong-wu, YAN Zong-xue, et al. Staged monitoring and its application in construction of four-lane highway tunnel[J]. Chinese Journal of Underground Space and Engineering, 2007, 3 (1): 118 – 123. (in Chinese))
    [6]
    李建华 . 导洞法施工引起地表与洞内开裂的原因及治理 [J]. 现代隧道技术 , 2003, 40 (6): 63 – 67. (LI Jian-hua. Cracks on ground surface and lining caused by the excavation of lateral pilots and their treatment[J]. Modern Tunnelling Technology, 2003, 40 (6): 63 – 67. (in Chinese))
    [7]
    刘新荣 , 孙 翔 , 蒋树屏 . 四车道公路隧道特点及其所需解决的几个问题 [J]. 地下空间 , 2003, 23 (4): 437 – 439. (LIU Xin-rong, SUN Xiang, JIANG Shu-ping. Characteristics of four-lane road tunnel and problems to be solved[J]. Underground Space, 2003, 23 (4): 437 – 439. (in Chinese))
    [8]
    王明年 , 关宝树 , 何 川 . 三车道公路隧道在不同构造应力作用下的力学行为研究 [J]. 岩土工程学报 , 1998, 20 (1): 51 – 55. (WANG Ming-nian, GUAN Bao-shu, HE Cuan. Study on mechanical behavior of three-lane road tunnel under tectonic stresses[J]. Chinese Journal of Geotechnical Engineering, 1998, 20 (1): 51 – 55. (in Chinese))
    [9]
    刘新荣 , 孙 辉 , 陈晓江 , 等 . 黄土连拱隧道二次衬砌的结构分析与监测研究 [J]. 岩土工程学报 , 2005, 27 (6): 695 – 697. (LIU Xin-rong, SUN Hui, CHENG Xiao-jiang, et al. Structural analysis and monitoring for secondary lining of doubled arch tunnel in loess[J]. Chinese Journal of Geotechnical Engineering, 2005, 27 (6): 695 – 697. (in Chinese))
    [10]
    伍国军 , 陈卫忠 , 戴永浩 , 等 . 浅埋大跨公路隧道施工过程和支护优化的研究 [J]. 岩土工程学报 , 2006, 28 (9): 1118 – 1123. (WU Guo-jun, CHEN Wei-zhong, DAI Yong-hao, et al. Study on excavation sequences and support optimization for shallow-buried and large-spanned tunnel[J]. Chinese Journal of Geotechnical Engineering, 2006, 28 (9): 1118 – 1123. (in Chinese))
    [11]
    刘招伟 , 杨世武 . 杭州某市政隧道过既有铁路暗挖施工技术 [J]. 岩土工程学报 , 2006, 28 (3): 353 – 357. (LIU Zhao-wei, YANG Shi-wU. Undercutting construction technology of a municipal tunnel beneath existing railways in Hangzhou[J]. Chinese Journal of Geotechnical Engineering, 2006, 28 (3): 353 – 357. (in Chinese))
    [12]
    刘招伟 , 何满潮 , 肖红渠 . 浅埋大跨连拱隧道施工中变形的监测与控制措施 [J]. 岩土工程学报 , 2003, 25 (3): 339 – 342. (LIU Zhao-wei, HE Man-chao, XIAO Hong-qu. Deformation monitoring and control measures of shallow large-span duel-linked arch tunnel[J]. Chinese Journal of Geotechnical Engineering, 2003, 25 (3): 339 – 342. (in Chinese))
    [13]
    HELLMICH C, MANG A, ULM Franz-josef. Hybrid method for quantification of stress states in shotcrete tunnel shells: combination of 3D in situ displacement measurements and thermochemoplastic material law[J]. Computers and Structures, 2001, 79 : 2103 – 2115.
    [14]
    BHASHIN R K, BARTON N, GRIMSTAD E, et al. Comparison of predicted and measured performance of a large cavern in the himalayas[J]. Int J Rock Mech Min Sci & Geomech, 1996, 33 (6) : 607 – 62 6.
    [15]
    MALMGREN L, NORDLUND E. Interaction of shotcrete with rock and rock bolts—a numerical study[J]. International Journal of Rock Mechanics & Mining Sciences, 2008, 45 : 538 – 553.
    [16]
    LACKNER R, MANG H A. Cracking in shotcrete tunnel shells[J]. Engineering Fracture Mechanics, 2003, 70 : 1047 – 1068.
    [17]
    ANSELL Anders. Investigation of shrinkage cracking in shotcrete on tunnel drains[J]. Tunnelling and Underground Space Technology, 2010, 25 : 607 – 613.
    [18]
    ORESTE P P. A numerical approach to the hyperstatic reaction method for the dimensioning of tunnel supports[J]. Tunnelling and Underground Space Technology, 2007, 22 : 185 – 205.
    • Related Articles

  • Related Articles

    [1]YU Yongjie, ZHANG Lin, SONG Zeren, LANG Xiaoming, GAO Peipei, SU Ya. Effects of excavation and support schemes on stability of surrounding rock of tunnels[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(S2): 284-287. DOI: 10.11779/CJGE2023S20045
    [2]SUN Zhen-yu, ZHANG Ding-li, FANG Qian, HOU Yan-juan. Synergistic optimization design method for tunnel support structure system and its application[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(3): 530-539. DOI: 10.11779/CJGE202103016
    [3]ZHANG Yu-cheng, YANG Guang-hua, HU Hai-ying, ZHONG ZHi-hui, WEN Yong, CHEN Fu-qiang. Combined application of multiple support forms in design of super-large deep foundation pits[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk2): 198-204. DOI: 10.11779/CJGE2014S2033
    [4]HUANG Cheng-zhong. Design and analysis of supports for deep foundation pit under an existing high-steep retaining wall[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk2): 92-98. DOI: 10.11779/CJGE2014S2016
    [5]JIA Lei-zhu, HU Chun-lin, YANG Xin. Design of supports for deep foundation pits considering attenuation properties of strength of expansive soils shear[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk1): 66-71. DOI: 10.11779/CJGE2014S1011
    [6]IIn-situ tests on lining system of double-arch tunnel with shallow large section and span[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(10).
    [7]Calculation and analysis of limit support force of shield tunnel excavation face under facing-slope conditions[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(3).
    [8]Collapse mechanism and support pressure for shallow tunnel face[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(2).
    [9]YU Weijian, GAO Qian, ZHANG Zhouping, HUANG Wusheng. Yield supporting design for deep and large-span soft rock caverns[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(1): 40-47.
    [10]HU Xinyu, ZHANG Zixin. Internal forces of DOT shield-driven tunnel lining[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(2): 172-180.
    • Supplements (0)

Catalog

    Get Citation
    PDF
    XML
    Article views (965) PDF downloads (477) Cited by()
    Related
    Copyright © 2010 Editorial By Chinese Journal of Geotechnical Engineering 苏ICP备05007122号-11公安联网备案号：32010602011255
    Editorial Office address：34 Hujuguan,Nanjing 210024,ChinaPostal Code：210024Tel：025-85829534，85829556E-mail: ge@nhri.cn

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return