Drillability prediction: geological influences in hard rack drill and blast tunnelling

被引:125
作者
Thuro, K
机构
[1] Lehrst. F. Allg., Angew. I., TU München
来源
GEOLOGISCHE RUNDSCHAU | 1997年 / 86卷 / 02期
关键词
drillability; drilling rate; bit wear; destruction work; anisotropy; joint spacing; equivalent quartz content; porosity;
D O I
10.1007/s005310050151
中图分类号
P [天文学、地球科学];
学科分类号
07 ;
摘要
Usually the main subject in preliminary site investigations prior to tunnelling projects is the prediction of tunnel stability. During the past years in conventional drill and blast tunnelling, problems have occurred also connected to the accurate prediction of drillability in hard rock. The drillability is not only decisive for the wear of tools and equipment but is-along with the drilling velocity-a standard factor for the progress of excavation works. The estimation of drillability in predicted rock conditions might bear an extensive risk of costs. Therefore, an improved prediction of drilling velocity and bit wear would be desirable. The drillability of a rock mass is determined by various geological and mechanical parameters. In this report some major correlations of specific rock properties and especially geological factors with measured bit wear and drilling velocity are shown. Drilling velocity is dependent on a lot of geological parameters: Those principal parameters include jointing of rock mass, orientation of schistosity (rock anisotropy), degree of interlocking of microstructures, porosity and quality of cementation of elastic rock, degree of hydrothermal decomposition and weathering of a rock mass. Drilling bit wear increases with the equivalent quartz content. The equivalent quartz content builds the main property for the content of wear-relevant minerals. For various groups of rock types different connections with the equivalent quartz content could be detected. In sandstone bit wear is also dependent on porosity or the quality of the cementation. Finally, an investigation program is submitted, which helps to improve the estimation of rock drillability in planning future tunnel projects.
引用
收藏
页码:426 / 438
页数:13
相关论文
共 26 条
[1]  
[Anonymous], 1986, TUNN TUNN
[2]  
ATKINSON H, 1993, COMPREHENSIVE ROCK E, V3, P105
[3]  
BLINDHEIM OT, 1979, TUNNELLING, P284
[4]  
Brook D., 1993, rock Testing and Site Characterization, P41, DOI DOI 10.1016/B978-0-08-042066-0.50009-4
[5]  
Brown E.T., 1981, Rock Characterization Testing Monitoring-ISRM Suggested Methods, P1
[6]  
COHRS HH, 1981, BD BAUMASCHINENDIENS, V24, P344
[7]  
FEISTKORN E, 1987, TASCHENBUCH TUNNELBA, P217
[8]  
HABENICHT H, 1976, BERG HUTTENMANNISCHE, V121, P506
[9]   QUANTITATIVE ASSESSMENT OF ROCK TEXTURE AND CORRELATION WITH DRILLABILITY AND STRENGTH PROPERTIES [J].
HOWARTH, DF ;
ROWLANDS, JC .
ROCK MECHANICS AND ROCK ENGINEERING, 1987, 20 (01) :57-85
[10]  
*ISRM, 1985, INT J ROCK MECH MIN, V21, P51