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 3
Turn off MathJax
Article Contents
Abstract
References
Related Articles
ZHONG Zu-liang, LIU Xin-rong, WANG Dao-liang, ZHENG Cheng-guo, HUANG Ming. Mechanism analysis of floor heave in Taoshuya tunnel and its prevention techniques[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(3): 471-489.
Citation: ZHONG Zu-liang, LIU Xin-rong, WANG Dao-liang, ZHENG Cheng-guo, HUANG Ming. Mechanism analysis of floor heave in Taoshuya tunnel and its prevention techniques[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(3): 471-489.
shu

Mechanism analysis of floor heave in Taoshuya tunnel and its prevention techniques

  • 1. Civil Engineering College of Chongqing University, Chongqing 400045, China; 2. Key Laboratory of New Technology for Construction of Cities in Mountain Area Chongqing University, Ministry of Education, Chongqing 400045, China; 3. China Merchants Chongqing Communications Research & Design Institute Co., Ltd., Chongqing 400067, China

More Information
  • Received Date: March 08, 2011
  • Published Date: March 29, 2012
    Graphical Abstract
    • Abstract
  • Based on the disaster of floor heave in Taoshuya tunnel, the occurrence mechanism and important influencing factors of tunnel floor heave are analyzed by means of the method of field observation and geological prospecting. Furthermore, the calculating theory of floor heave of soft rock tunnel is deduced by using the continuum mechanics. According to the comparison result between predictive values and field monitoring data, it is proved that the deformation of floor heave of the tunnel can be simulated well by the proposed method, which provides a theoretical basis for calculating the floor heave of subsequent tunnels and treatment measures. Besides, the corresponding prevention techniques for floor heave of soft rock tunnels are obtained. It will be helpful for construction of other projects.
    • FullText(HTML)
    • References (13)
  • [1]
    孔 恒 , 王梦恕 , 张德华 . 隧道底板隆起的成因、分类与控制 [J]. 中国安全科学学报 , 2003, 13 (1): 30 – 33. (KONG Heng, WANG Meng-shu, ZHANG De-hua. Causation and classification of tunnel floor heave and its control[J]. China Safety Science Journal, 2003, 13 (1): 30 – 33. (in Chinese))
    [2]
    张志强 , 关宝树 . 公路隧道在膨胀性围岩地段施工的稳定性分析 [J]. 公路 , 2000, 2 (2): 61 – 63. (ZHANG Zhi-qiang, GUAN Bao-shu. Stability analysis on construction of highway tunnel in swelling surrounding rocks[J]. Highway, 2000, 2 (2): 61 – 63. (in Chinese))
    [3]
    王明年 , 翁汉民 , 李志业 . 隧道仰拱的力学行为研究 [J]. 岩土工程学报 , 1996, 18 (1): 46 – 53. (WANG Ming-nian, WENG Han-min, LI Zhi-ye. Study on the mechanic behavior of tunnel Invert[J]. Chinese Journal of Geotechnical Engineering, 1996, 18 (1): 46 – 53. (in Chinese))
    [4]
    吴应明 , 付东辉 . 膨胀性围岩隧道施工及病害整治 [J]. 现代隧道技术 , 2006, 43 (4): 50 – 55. (WU Ying-ming, FU Dong-hui. Construction and defects treatment of a tunnel embedded in swelling surrounding rocks[J]. Modern Tunneling Technology, 2006, 43 (4):50 – 55. (in Chinese))
    [5]
    汪 洋 , 唐雄俊 , 谭显坤 , 等 . 云岭隧道底鼓机理分析 [J]. 岩土力学 , 2010, 31 (8): 2530 – 2534. (WANG Yang, TANG Xiong-jun, TAN Xian-kun, et al. Mechanism analysis of floor heave in Yunling Tunnel[J]. Rock and Soil Mechanics, 2010, 31 (8): 2530 – 2534. (in Chinese))
    [6]
    谷平军 . 底鼓对深部软岩变形的影响及控制对策 [J]. 华北科技学院学报 , 2010, 7 (2): 23 – 25. (GU Ping-jun. The influence of floor heaving to deep soft rock deformation and control measures[J]. Journal of North China Institute of Science and Technology, 2010, 7 (2): 23 – 25. (in Chinese))
    [7]
    李树清 . 葛泉矿软岩大巷底鼓机理及控制研究 [D]. 长沙 : 中南大学 , 2003. (LI Shu-qing. Study on mechanism and control of floor heave of soft-rock roadway in Gequan coal mine[D]. Changsha: Central South University, 2003. (in Chinese))
    [8]
    王洪立 , 王玉白 , 胡冠英 . 巷道底鼓的原因及防治措施 [J]. 煤矿安全 , 2005, 36 (8): 43 – 45. ( WANG Hong-li, WANG Yu-bai, HU Guan-ying. The reason of roadway’s floor heave and its prevention measures[J]. Coal Mine Safety ， 2005 ， 36 (8): 43 – 45 . (in Chinese) )
    [9]
    康红普 . 巷道底鼓的挠曲效应及卸压效果的分析 [J]. 煤炭学报 , 1992, 17 (1): 37 – 52. (KANG Hong-pu. Analysis of bend domino effect of floor heave and stress relieved effect[J]. Journal of China Coal Society 1992, 17 (1): 37 – 52. (in Chinese))
    [10]
    中交第二公路勘察设计研究院 . 国家重点公路杭州至兰州线巫（山）奉（节）段桃树垭隧道施工图设计文件 [R]. 武汉 : 中交第二公路勘察设计研究院 , 2006. (CCCC Second Highway Consultants Co. Ltd. The construction drawing of Taoshuya tunnel in Wufeng expressway [R]. Wuhan: CCCC Second Highway Consultants Co. Ltd, 2006. (in Chinese) )
    [11]
    吴连元 . 板壳理论 [M]. 上海 : 上海交通大学出版社 , 1989. (WU Lian-yuan. Theory of plates and shells[M]. Shanghai: Shanghai Jiaotong University Press, 1989. (in Chinese) )
    [12]
    GYSEL M. A contribution to the design of a tunnel lining in swelling rock[J]. Rock Mechanics, 1977, 10 (1): 55 – 71.
    [13]
    黄 明 . 含水泥质粉砂岩蠕变特性及其在软岩隧道稳定性分析中的应用研究 [D]. 重庆 : 重庆大学 , 2010. (HUANG Ming. Study on the creep properties of water-bearing siltite and its application in soft rock tunnel engineering[D]. Chongqing: Chongqing University, 2010. (in Chinese) )
    • Related Articles

  • Related Articles

    [1]GAO Deng-hui, ZHAO Kuan-yao, JIN Song-li, XING Yi-chuan, CHU Wen-shu, FAN Ji-fei, ZHU Qiong. Method for calculating negative skin friction of pile foundation in large- thickness self-weight collapsible loess sits[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(S1): 231-235. DOI: 10.11779/CJGE2022S1041
    [2]ZHONG Zu-liang, DIAO Xiao-jun, LIU Xin-rong. Method for calculating frictional resistance of long-distance pipejacking in deeply buried rock strata[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(11): 2063-2070. DOI: 10.11779/CJGE202211012
    [3]FENG Zhong-ju, HU Hai-bo, DONG Yun-xiu, FENG Kai, LI Shao-jie, HE Jing-bin, ZHAO Ya-wan. Indoor simulation tests on reducing negative skin friction of pile foundation[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(S2): 45-48. DOI: 10.11779/CJGE2019S2012
    [4]MA Tian-zhong, ZHU Yan-peng, REN Yong-zhong, LING Yong-qiang. Bearing capacity and displacement characteristics of long-short composite piles in loess areas[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(S1): 259-265. DOI: 10.11779/CJGE2018S1042
    [5]LIU Zi-sheng. Field tests on negative skin friction of steel pipe piles in high backfilling soils[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(2): 337-342. DOI: 10.11779/CJGE201502018
    [6]ZHANG Qian, LI Shu-cai, ZHANG Qian-qing, LI Li-ping, ZHOU Zong-qing. Bearing behaviors of super-long single pile in soft soil areas[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 1066-1070.
    [7]LI Jing-pei, WANG Kun. Influence of extra-deep pile groups on existing neighboring tunnels[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(sup2): 128-134.
    [8]WANG Dong-dong, SUN Jun. Long-term settlement of pile foundation of bridges based on generalized shear displacement method[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(sup2): 47-53.
    [9]JIANG Liangwei, HUANG Runqiu. Discussion on singularity in deducing lateral shear stress distribution along anchorage section theoretically based on Mindlin’s solution of displacement[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(9): 1112-1117.
    [10]ZHAO Minghua, ZHANG Ling, YANG Minghui. Settlement calculation of the long-short-pile composite foundation with shear displacement method[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(9): 994-998.
    • Supplements (0)

Catalog

    Get Citation
    PDF
    XML
    Article views (1458) PDF downloads (867) 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