Abstract
In this study, uniaxial compression tests were conducted on granite specimens containing two side flaws. Based on the experimental results, the numerical models containing two side flaws and a tunnel-shaped opening were created to investigate the peak stress, cracking process and stress distribution under uniaxial compression. It is found that the flaw inclination angle strongly affects the strength, cracking process and stress distribution, while the slight change of the opening shape has little influence. The cracks initiate from the flaw tips and the top and bottom of openings. Unlike the case of a circular opening, in addition to arch waists, large compressive stress occurs at the arch foots of the tunnel-shaped opening.
Published Version
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