• 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
Zhang Qi, Yang Yongqi. Fractal Study on Blasting Effect in Rock[J]. Chinese Journal of Geotechnical Engineering, 1997, 19(2): 11-16.
Citation: Zhang Qi, Yang Yongqi. Fractal Study on Blasting Effect in Rock[J]. Chinese Journal of Geotechnical Engineering, 1997, 19(2): 11-16.

Fractal Study on Blasting Effect in Rock

More Information
  • Published Date: March 20, 1997
  • The effects of rock characteristics on the propagation of explosion stress wave are studied and the blast action and the crack effects in the orthotropic rock are analysed through fractal principle. The gaps in rock are considered as a kind of damage and the relationship between the porosity of rock and attenuation index of stress wave with distances is deduced from the fractal dimensions. As an important parameter, the porosity directly affects the deformation and mechanical characteristics of rock. This parameter, introduced into the attenuation index of explosion stress wave with distances, embodies the role of rock characteristics in the blast load. This coincides with the experience and experiment results. The paper compares the attenuation indexes in two perpendicular directions in the orthotropic rock . The quantitative relationship between spacing of blast holes in two perpendicular directions are given, which provides the theoretical basis for blast engineering design.
  • Related Articles

    [1]LU Dechun, JIN Chenyi, LIANG Jingyu, LI Zehua, DU Xiuli. State-dependent non-orthogonal elastoplastic constitutive model for sand[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(2): 221-231. DOI: 10.11779/CJGE20211457
    [2]YU Li, LÜ Cheng, WANG Ming-nian. Three-dimensional upper bound limit analysis of deep soil tunnels based on nonlinear Mohr-Coulomb criterion[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(6): 1023-1030. DOI: 10.11779/CJGE201906005
    [3]ZHAO Jiu-bin, LIU Yuan-xue, LIU Na, HU Ming. Association rules of monitoring and early warning by using landslides FRPFP model—Case study of Jiangjin-Fengjie reach in Three Gorges Reservoir area[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(3): 492-500. DOI: 10.11779/CJGE201903011
    [4]TANG Zhen, HUANG Mao-song, YUAN Ju-yun. Upper bound analysis of basal stability of excavations in clay based on variable combined mechanism[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(z2): 180-183. DOI: 10.11779/CJGE2017S2044
    [5]YANG Ren-shu, CHEN Jun, FANG Shi-zheng, HOU Li-dong, CHEN Shuai-zhi. Inversion analysis of M-C criterion parameters of rock based on uniaxial shearing failure[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(7): 1351-1356. DOI: 10.11779/CJGE201707023
    [6]YANG Xin-guang, CHI Shi-chun. Upper bound FEM analysis of slope stability using a nonlinear failure criterion[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(9): 1759-1764.
    [7]HU Ya-yuan. Failure mechanism of associated flow rule for nth homogenous yield function[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(2): 243-251.
    [8]HUANG Chuanzhi. Verification of theorem of limit analysis of soil mass and generalized flow rule[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(6): 700-704.
    [9]ZHANG Luyu, LIU Dongsheng, SHI Weimin. Application of the extended general Drucker-Prager yield criterion to slope stability analysis[J]. Chinese Journal of Geotechnical Engineering, 2003, 25(2): 216-219.
    [10]YANG Xiaoli, LI Liang, LIU Baochen. Large-scale optimization and its application to upper bound theorem using kinematical element method[J]. Chinese Journal of Geotechnical Engineering, 2001, 23(5): 602-605.

Catalog

    Article views (1127) PDF downloads (314) Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return