Abstract：Based on the understanding that rockburst induced by dynamic-loading is the result of structure instability of coal-rock，the experiments investigating the dynamic failure of coal-rock compound under one-dimensional static and dynamic loads were conducted using a modified split Hopkinson pressure bar(SHPB). The strength and fractal dimension of coal-rock compound were taken as the characteristic parameters and four typical levels of axial pre-compressive stresses were assigned for conducting the impact tests under different dynamic energies. The effects of dynamic and static loadings on the characteristic parameters were obtained. The results show that the coal-rock compounds with more cracks have higher resistance to the high-energy dynamic loadings and have the lower intensity of damage，which indicates that the measures of seam pressure relief would not only enhance the ability of coal-rock compound to withstand the high-energy dynamic load，but also reduce the intensity of rockburst. The structural characteristics of coal-rock not only enhances the ability of coal to withstand the high-energy dynamic load but also reduces the intensity of failure. Because of the very different time scales between the dynamic and static loadings，meanwhile，the structural characteristics weakens the effect of dynamic loading of high-energy on coal seam，and strengthens the impact of static load of high-energy.
刘少虹1，2，秦子晗1，2，娄金福1，2. 一维动静加载下组合煤岩动态破坏特性的试验分析[J]. 岩石力学与工程学报, 2014, 33(10): 2064-2075.
LIU Shaohong1，2，QIN Zihan1，2，LOU Jinfu1，2. EXPERIMENTAL STUDY OF DYNAMIC FAILURE CHARACTERISTICS OF COAL-ROCK COMPOUND UNDER ONE-DIMENSIONAL STATIC AND DYNAMIC LOADS. , 2014, 33(10): 2064-2075.
齐庆新，窦林名. 冲击地压理论与技术[M]. 北京：中国矿业大学出版社，2008：32-38.(QI Qingxin，DOU Linming. Theory and technology of rockburst[M]. Beijing：China University of Mining and Technology Press，2008：32-38.(in Chinese))
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2014, Vol. 33 
