The study on shear fracture behaviour at elevated confining pressure is very meaningful for a lot of practical activities in underground works. To understand the influence of confining pressure on shear fracture behavior, a series of confined rock fracture tests were performed on the short core in compression (SCC) specimens. Uniform confining pressure was applied on the entire surface of the rock specimen in the tests. The results show that the peak load, shear modulus, nominal shear strength and mode II fracture toughness of SCC specimens increase approximatively linearly with confining pressure. The shear fracture surfaces after confined SCC tests were measured by a three-dimensional (3D) optical scanner. Based on fractal and statistical theories, the effect of confining pressure on the morphological characteristics in shear fracture surfaces has been studied in depth. The results indicate the fracture surface roughness decreases slightly with the increase of confining pressure, which can be attributed to the restraining effect on fracture expansion and the friction effect on the two new shear fracture surfaces under large confining pressure. Generally, standard deviations and means for asperity height and standard deviations of slope angle decline with increasing confining pressure. Frequency distributions of aspect orientation become more evenly with confining pressure. Moreover, the feasibility of applying the Mohr-Coulomb criterion in the SCC approach was assessed. It is found that the cohesion and internal friction angle determined by the SCC method are very closed to the values calculated from uniaxial compression tests, indicating that the SCC method are feasible for estimating shear parameters of rock.