• DocumentCode
    3054212
  • Title

    Rapid excavation technology by drilling and blasting and it´s application in hard rock roadway

  • Author

    Yuan Wen-hua

  • Author_Institution
    Sch. of Civil & Archit. Eng., Anhui Univ. of Sci. & Technol., Huainan, China
  • fYear
    2011
  • fDate
    26-28 July 2011
  • Firstpage
    6479
  • Lastpage
    6483
  • Abstract
    Aiming at some shortcomings of bad cutting effect, low hole utilization and small circulation footage in hard rock excavation, rapid excavation technology by drilling and blasting is proposed to improve the blasting effect for hard rock roadway from depth of blast hole, cutting form, layout of blast holes and smooth blasting. 1) Medium-deep hole is adopted to increase cycle footage; 2) Wedge-shaped cutting is benefit to overcome the rock clips and raise holes utilization in hard rock; 3) Millisecond blasting can greatly prolong action time of detonation gas and decrease maximum stress in boreholes with a rational broken particle size and even lump size; 4) Large diameter bole for the cutting hole and small diameter hole for the contour hole can save the drilling time and ensure the blasting quality. Application results show that the new rapid drilling and blasting technology can greatly increase circulation footage and hole utilization, improve formation quality of roadway and surrounding rock stability, realize average month drill footage at 120 meters and the maximum at 152 meters.
  • Keywords
    cutting; drilling (geotechnical); road building; blast hole; blasting; drilling; hard rock roadway; medium-deep hole; millisecond blasting; rapid excavation technology; rock stability; smooth blasting; wedge-shaped cutting; Coal; Explosives; Fuel processing industries; Layout; Resists; Rocks; Stress; drilling and blasting method; hard rock; hole layout; medium-deep hole blasting; wedge-shaped cutting;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Multimedia Technology (ICMT), 2011 International Conference on
  • Conference_Location
    Hangzhou
  • Print_ISBN
    978-1-61284-771-9
  • Type

    conf

  • DOI
    10.1109/ICMT.2011.6003271
  • Filename
    6003271