Abstract
Abstract
This paper presents the results of the experimental study of the influence of sizes effect on the strength and deformation characteristics of samples of hornfels, limestone, sandstone, siltstone and ore-bearing rocks. Tests were performed on cylindrical samples of three sizes of diameters - 10, 30 and 60 mm under uniaxial compression and tension loading. The results of the study demonstrated that the values of ultimate strength decrease when the size of samples increases for the samples of cornea, limestone, sandstone and siltstone. The ultimate strength increases with increasing of sample size for ore-bearing rocks containing viscous inclusions. The samples of smaller size of ore-bearing rocks exhibit a brittle character of the fracture for all types of rocks, and the viscosity of fracture increases with increasing size of samples. the obtained regularities were analysed from the positions of otwo types of size effect (volume and surface).
Reference19 articles.
1. Size effect for high strength concrete cylinders subjected to axial impact;Krauthammer;Int J Impact Eng,2003
2. Dynamic size effect in normal–and high–strength concrete cylinders;Elfahal;ACI Materials Journal,2005
3. Size effect for normal strength concrete cylinders subjected to axial impact;Elfahala;Intl J Impact Eng,2005
4. About variation of meta- siltstone deformation strength properties under the different sizes;Tsoi;17 Int. Multidisciplinary Scientific Geoconf (SGEM 2017): Proc. of Conf. Bulgaria, Albena,: STEF92 Technology Ltd.,2017
5. Mechanism underlying dynamic size effect on rock mass strength;Chengzhi;Intl J Impact Eng,2014
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