ASSESSING THE EFFECTS OF JOINT ORIENTATION AND ROCK MASS QUALITY ON FRAGMENTATION AND OVERBREAK IN TUNNEL BLASTING

被引:27
作者
CHAKRABORTY, AK
JETHWA, JL
PAITHANKAR, AG
机构
[1] Mining Engineering Department, Visvesvaraya Regional College of Engineering, Nagpur
关键词
D O I
10.1016/0886-7798(94)90106-6
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
It is well known that rock mass properties exert considerable influence on the process of fragmentation. Observations in a model study and field study using conventional bulk blasting were compared in order to determine the effects of rock mass quality and joint orientation on fragmentation and profile control in tunnel blasting. It was observed in the study that blast results such as average fragment size and depth and cross-sectional area of broken zone were considerably influenced by the joint orientation. Accordingly, it is concluded that larger-capacity loading equipment and deeper blast holes are required informations with joint planes perpendicular to the tunnel axis. However, the number of blast holes should be greater in the case of joints parallel to the tunnel axis. Furthermore, the powder factor (kg/m3) is found to be directly related to the rock mass quality (Q). Optimization of pull and charge per round is required for efficient blasting in weak formations. The use of the contour blasting technique seems to be essential in poor and fair rock masses in order to minimize the overbreak, reduce the support cost, and improve the stability of the opening.
引用
收藏
页码:471 / 482
页数:12
相关论文
共 21 条
[1]  
Ash, The Mechanics of Rock Breakage, 5, pp. 2-5, (1963)
[2]  
Ash, The Mechanics of Rock Breakage, 5, pp. 98-100, (1963)
[3]  
Ash, The Mechanics of Rock Breakage, 5, pp. 109-111, (1963)
[4]  
Ash, The Mechanics of Rock Breakage, 5, pp. 118-123, (1963)
[5]  
Ash, The Mechanics of Rock Breakage, 5, pp. 126-131, (1963)
[6]  
Badal, The influence of orientation of joints on blasting results: a comparative study, Proc. of Workshop on Blasting Technology for Civil Engineering Projects, pp. 76-83, (1992)
[7]  
Barton, Lien, Lunde, Analysis of rock mass quality and support practice in tunnelling, and a guide for estimating support requirements, Internal Report of the Norwegian Geotechnical Institute, pp. 6-9, (1974)
[8]  
Bhandari, Improved fragmentation by reduced burden and more spacing in blasting, Mining Magazine, pp. 187-195, (1975)
[9]  
Bhasin, Mechanised Drifting at Tandsi Project, (1992)
[10]  
Chakraborty, Jethwa, Paithankar, Factors affecting blast performance in tunnels—a case study, Proc. of National Seminar of Modern Trends in Explosives Technology and Application, pp. 116-131, (1990)