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 30 Issue 6
Turn off MathJax
Article Contents
Abstract
References
Related Articles
JIANG Yongdong, XIAN Xuefu, YANG Chunhe. Forecasting of instability zones induced by creep fracture of tunnel rockmass[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(6): 906-910.
Citation: JIANG Yongdong, XIAN Xuefu, YANG Chunhe. Forecasting of instability zones induced by creep fracture of tunnel rockmass[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(6): 906-910.
shu

Forecasting of instability zones induced by creep fracture of tunnel rockmass

  • 1.Laboratory of Exploitation of Southwest Resources and Environmental Disaster Control Engineering Chongqing University Chongqing 400030 China 2.Institute of Rock and Soil Mechanics Chinese Academy of Sciences Wuhan 430071 China

More Information
  • Published Date: June 15, 2008
    Graphical Abstract
    • Abstract
  • The rockmass around the underground tunnel usually has one suspending side,which may lead to creep under biaxial stress.As time goes by,it may bring serious contraction distortion to the tunnel,namely,creep fracture damage.The experiments were based on the geologic information of Baijiao coal Mine.A 3D structural model was established by use of 3D-σ finite-element software.The heading and bench method was adopted for the tunnel.Then the two-step processing of instability induced by the creep fracture of rockmass was used to analyze the evolution features of the plastic zones caused by the creep fracture.The conclusion might be used to offer theoretical references to the designe of tunnel supports.
    • FullText(HTML)
    • References (0)
    • Related Articles

  • Related Articles

    [1]LIANG Jing, CUI Sheng-hua, PEI Xiang-jun, HUANG Run-qiu. Initiation mechanism of earthquake-induced large landslides considering structural damage[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(6): 1039-1049. DOI: 10.11779/CJGE202106007
    [2]DU Xiu-li, LI Yang, XU Cheng-shun, LU De-chun, XU Zi-gang, JIN Liu. Review on damage causes and disaster mechanism of Daikai subway station during 1995 Osaka-Kobe Earthquake[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(2): 223-236. DOI: 10.11779/CJGE201802002
    [3]YANG Zheng-quan, ZHAO Jian-ming, LIU Xiao-sheng, ZHOU Guo-bin, LIU Qi-wang. Large-scale shaking model tests on anti-seismic and reinforcing measures for slope of Zipingpu earth-rock fill dam after “5.12” Wenchuan Earthquake[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(11): 2058-2066. DOI: 10.11779/CJGE201511017
    [4]CHEN Sheng-shui, WANG Ting-bo, FU Zhong-zhi, WEI Kuang-min. Seismic damage mechanism of high concrete face rockfill dams[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(11): 1937-1944. DOI: 10.11779/CJGE201511001
    [5]LIU Zhen-ping, CHI Shi-chun. Permanent strain of Zipingpu Concrete-Faced Rockfill Dam induced by Wenchuan Earthquake[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(9): 1659-1665.
    [6]CUI Guang-yao, WANG Ming-nian, YU Li, LIN Guo-jin. Seismic damage and mechanism of portal structure of highway tunnels in Wenchuan Earthquake[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(6): 1084-1091.
    [7]FANG Huo-lang, GAO Yuan, YIN Ge, YAMAGUCHI Yoshikazu, SATOH Hiroyuki. Earthquake-induced permanent deformation of rockfill dams based on cumulative damage theory[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(4): 627-634.
    [8]LIANG Hai-an, JING Li-ping, LI Yong-qiang, LIU Chun-hui. Intensity distribution and characteristics of severely damaged earth-rock dams induced by Wenchuan Earthquake[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(7): 1323-1328.
    [9]KONG Xian-jing, LIU Fu-hai, LIU Jun. Shaking table model tests on face-slab dislocation of concrete faced rock-fill dams under earthquakes[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(2): 258-267.
    [10]KONG Xian-jing, ZHOU Yang, ZOU De-gao, XU Bin. Aftershock records of Wenchuan Earthquake and seismic response of Zipingpu Concrete Face Rock-fill Dam[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(5): 673.
    • Supplements (0)

Catalog

    Get Citation
    PDF
    XML
    Article views PDF downloads 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