• DocumentCode
    2058057
  • Title

    The Joint Distribution Effect on the Deformation Size Effect of Rock Mass

  • Author

    Li Dongping ; Li Xianmin ; Gao Tianbao ; Li Zheng

  • Author_Institution
    Coll. of Civil Eng., Hebei Univ. of Eng., Handan, China
  • Volume
    2
  • fYear
    2010
  • fDate
    14-15 Aug. 2010
  • Firstpage
    259
  • Lastpage
    262
  • Abstract
    Using the similar material and simulating test block joint by prepared vitriol paper, the scale effect on deformation of five kinds of fractal distribution joint rock mass is studied, in which the deformation of rock simulate block is obtained form the test on the same scale. On the base of analyzing the deformation change with the scale or the joint distribution dimension, the planar empirical equation is put forward. It is concluded that the rock ductility law increasing with the number argument of rock masses joint is deduced, however, the damage process and way are controlled by the joint distribution.
  • Keywords
    ductility; geotechnical engineering; rocks; deformation size effect; ductility; joint distribution effect; rock mass; Data models; Deformable models; Equations; Fitting; Fractals; Joints; Mathematical model; Deformation; Jointed rock mass; Scale effect; Similar material;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Information Engineering (ICIE), 2010 WASE International Conference on
  • Conference_Location
    Beidaihe, Hebei
  • Print_ISBN
    978-1-4244-7506-3
  • Electronic_ISBN
    978-1-4244-7507-0
  • Type

    conf

  • DOI
    10.1109/ICIE.2010.157
  • Filename
    5571380