Advanced Search
  • Indexed in Scopus
  • Source Journal for Chinese Scientific and Technical Papers and Citations
  • Included in A Guide to the Core Journal of China
  • Indexed in Ei Compendex
Volume 25 Issue 3
Turn off MathJax
Article Contents
Abstract
References
Related Articles
XIE Hongqiang, HE Jiangda, XU Jin. Deformation characterslics of rock under loading and unloading conditions and experimental study of mechanical parameters[J]. Chinese Journal of Geotechnical Engineering, 2003, 25(3): 336-338.
Citation: XIE Hongqiang, HE Jiangda, XU Jin. Deformation characterslics of rock under loading and unloading conditions and experimental study of mechanical parameters[J]. Chinese Journal of Geotechnical Engineering, 2003, 25(3): 336-338.
shu

Deformation characterslics of rock under loading and unloading conditions and experimental study of mechanical parameters

  • 1.Department of Tunnel and Underground Engineering Southwest Jiaotong University Chengdu 610031 China 2.College of Hydro electricity Sichuan University Chengdu 610065 China

More Information
  • Published Date: May 22, 2003
    Graphical Abstract
    • Abstract
  • Through the stress stain test,the difference of deformation characters istics of rock under loading and unloading is found.At the same time,combining with the test results and introducing concept of damage mechanics, damage evolvement equations of rocks with different characteristics are derived in this paper.
    • FullText(HTML)
    • References (0)
    • Related Articles

  • Related Articles

    [1]CHEN Wensheng, LIU Cheng, XU Bin, YIN Pingbao. Torque sum method for slope stability analysis[J]. Chinese Journal of Geotechnical Engineering, 2025, 47(3): 645-651. DOI: 10.11779/CJGE20231182
    [2]LIN Xiao-yan, YANG Ze, LI Ping, YANG Yong-hui, LI Tong-lu. Effects of stratigraphic division on stability analysis of high loess slopes[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(S1): 76-80. DOI: 10.11779/CJGE2021S1014
    [3]LU Ying-fa, HUANG Xue-bin, LIU De-fu. Distribution characteristics of force and stability analysis of slope[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(7): 1321-1329. DOI: 10.11779/CJGE201707019
    [4]ZHANG Xiao-yong, YANG Zhan-lei, YUAN Gao-ang, LIANG Ju-wei. Stability analysis and reinforcement method for bedding shale slope[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(zk2): 176-180. DOI: 10.11779/CJGE2015S2034
    [5]ZHENG Wen-bo, ZHUANG Xiao-ying, LI Yao-ji, CAI Yong-chang. Graph theory for stability analysis of rock/soil slopes based on numerical manifold method[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(11): 2045-2052.
    [6]LI Xiong-wei, DAI Guo-zhong, YU CHANG-yao, WANG JI-guo. Stability analysis of cut slope of expansive soil based on fissure description[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(6): 1069-1075.
    [7]WANG Yang, WANG Shu-hong, GUO Mu-dan, DONG Zhi-hui. Fast digital identification of joint information of tunnel work face and its stability analysis[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(11): 1734-1739.
    [8]FANG Yushu. The lowest solution of slice method for slope stability analysis[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(3): 331-335.
    [9]ZHENG Yingren, TANG Xiaosong. Stability analysis of slopes under drawdown condition of reservoirs[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(8): 1115-1121.
    [10]YU Zehong, ZOU Yinsheng, Wang Yisun. Influence of modulus of soil and reinforcement on stability analysis of slopes reinforced with geosynthetics[J]. Chinese Journal of Geotechnical Engineering, 2004, 26(6): 787-791.
    • Supplements (0)

Catalog

    Get Citation
    PDF
    XML
    Article views PDF downloads Cited by()
    Related
    Website 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