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
Link To Document :
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