Proceedings Volume Cover
ISRM International Symposium 2010 and 6th Asian Rock Mechanics Symposium - Advances in Rock Engineering,  
23-27 October, 2010, New Delhi, India  
CHARACTERIZATION OF BRAZILIAN TENSILE  
STRENGTH OF SCHISTOSE ROCKS  
ARINDAM BASU AND ERIC WILSON TIGGA  
Department of Geology and Geophysics, IIT Kharagpur, Pin-721302, India  
EXTENDED ABSTRACT  
A number of studies focused on Brazilian tensile strength characterization of anisotropic rocks. These  
studies investigated tensile strength variations of anisotropic rocks mainly with reference to angle between  
traces of weakness planes on the core end face and loading direction (/) when weakness planes were parallel to  
the core axis (i.e. = 0o) while exploring the influence of on Brazilian tensile strength does not seem to have  
gained much attention. It should be noted that even if two Brazilian test specimens (from same anisotropic rock)  
equivalent in mineralogy and microstructure are tested with same /, their tensile strengths could differ provided  
for the specimens are dissimilar. The present investigation mainly emphasizes this issue.  
Schistose cores collected from the uranium mine, Jaduguda (Jharkhand, India) were used in the present  
study. A total of 59 disc specimens were prepared from 10 schist core pieces (numbered randomly as 1 to 10)  
where 5 discs from sample 6 and 6 discs from each of the other core pieces/samples could be obtained. For a  
particular , Brazilian tests were carried out on the discs taking 6 different /s (0o, 15o, 30o, 45o, 60o, 90o) into  
account. Although the tensile strength variation over / = 0o to 90o for particular s did not strictly depict  
consistent patterns, tendency of occurrence of minimum tensile strength at β/ = 30o or 45o became apparent.  
When tensile strengths of the schist specimens were plotted against available s (15o to 50o) at particular /s,  
perfectly crescent shaped (convex downward) distributions of tensile strength data points at all plots emerged  
and curvatures of these distributions appeared to alter with the change in /. As overall composition and fabric  
of these schistose rocks (geologically from the Singhbhum Shear Zone) are broadly equivalent, it can be said  
that the said results clearly depict the influence of both and / on tensile behavior of the rocks under Brazilian  
test. Dependence of failure modes of the schistose rock on both and / also became apparent.