• Login
    View Item 
    •   DSpace Home
    • ASCE
    • International Journal of Geomechanics
    • View Item
    •   DSpace Home
    • ASCE
    • International Journal of Geomechanics
    • View Item
    JavaScript is disabled for your browser. Some features of this site may not work without it.

    Numerical Study on Blast Dynamic Response of Jointed Rock Mass under High Geostress Field

    Thumbnail
    View/Open
    IJGNAI.GMENG-10125.pdf (1.443Mb)
    Date
    2025
    Author
    Junjie Zhai
    Zhiliang Wang
    Jianguo Wang
    Chenchen Feng
    Songyu Li
    Metadata
    Show full item record
    Abstract
    To study the blast-induced dynamic response of jointed rock mass under high geostress field, a numerical model for the blast in the jointed rock mass was first established based on Ansys LS-DYNA software and the Riedel–Hiermaier–Thoma (RHT) constitutive model. Subsequently, the influence mechanism of different initial geostress fields and joint distributions on stress wave propagation was explored. Finally, the energy transmission process of stress wave and the damage evolution characteristics of the jointed rock mass were analyzed. The numerical simulation results show that the blast stress wave causes the fluctuation in the peak radial stress of rock on the near-explosion side of the joint under different joint distributions. The difference in the peak radial stress gradually diminishes as the propagation distance increases. The peak radial stress of rock under geostress is affected by the rock fracture type, while the lateral pressure coefficient has little effect. The evolution process for peak tensile stress on the back-explosion side of the joint can be divided into three stages: (1) stress attenuation; (2) stress strengthening; and (3) continuous stress attenuation. In the absence of geostress, the energy transmission coefficient varies with the generalized normal stiffness of the joint and the incident angle of the cylindrical stress wave. When the initial geostress is applied, the energy dissipation of the stress wave that corresponds to the joint reduces, and the energy transmission coefficient increases. The consumption of explosion energy is mainly distributed in a small range around the blasthole compared with the state without geostress; therefore, the geostress significantly reduces the damage to the surrounding rock. The rock-breaking efficiency is better when the lateral pressure coefficient is smaller, and the damage degree of the rock on the back-explosion side of the joint under certain geostress is exacerbated. In addition, the geostress has an inhibiting effect on the formation of wing cracks.
    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4309432
    Collections
    • International Journal of Geomechanics

    DSpace software copyright © 2002-2015  DuraSpace
    Contact Us | Send Feedback
    Theme by 
    @mire NV
     

     

    Browse

    All of DSpaceCommunities & CollectionsBy Issue DateAuthorsTitlesSubjectsThis CollectionBy Issue DateAuthorsTitlesSubjects

    My Account

    LoginRegister

    Statistics

    View Usage Statistics

    DSpace software copyright © 2002-2015  DuraSpace
    Contact Us | Send Feedback
    Theme by 
    @mire NV