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Rock Fracture Blasting Handbook
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http://gitlab.dev.parkseason.ru/120-barata-azithromycin.php Unlike the point load tests, neither the Brazilian nor the uniaxial strength tests indicated a particular decrease in the strength of the remaining rock material after the blasting. The results of fracture frequency and rock quality designation showed a low degree of the damage caused to the remaining rock in part of the mass near the blast.
On the basis of the results from the tests mentioned above, the low degree of the problems faced after the blasting may be explained with reference to the state of discontinuity of the rock material. In addition, the results suggest that more research must be conducted by the use of Brazilian and uniaxial tensile strength tests as methods for characterizing the rock strength for fragmentation.
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The identification of the blastability index from the strength properties of rock and definition of characteristics of the rock strength for fragmentation. Practical value. The findings obtained based on assessment of the strength properties of the rock can become the basis for the design of blasting in a site.
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Torabi, S. Arab J Geosci , 6 , Zhang, Z. Oxford: Elsevier. Zou, D. Mechanisms of Rock Breakage by Blasting. Springer, Singapore. DOI: Torbica, S. Estimating extent and properties of blast-damaged zone around underground excavations.
Rem: Revista Escola de Minas , 68 , Verma, H. Journal of Geological Resource and Engineering , 2 , Komurlu, E.