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| Nonlinear mechanical problems in rock explosion and shock. Part II:Physical model test on sliding of rock blocks triggered by external disturbance |
| LI Jie1,2,JIANG Haiming1,WANG Mingyang1,2,DENG Shuxin1,2,LI Xinping3 |
| (1. State Key Laboratory of Disaster Prevention and Mitigation of Explosion and Impact,Army Engineering University of PLA,Nanjing,Jiangsu 210007,China;2. School of Mechanical Engineering,Nanjing University of Science and Technology,Nanjing,Jiangsu 210094,China;3. Hubei Key Laboratory of Road-bridge and Structure Engineering,Wuhan University of Technology,Wuhan,Hubei 430070,China) |
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Abstract Rock masses can be regarded as the hierarchical structure of masses composed of blocks with structural planes and have the capability of storing energy at micro-level. Propagation of stress waves in rock masses generated by the external disturbances may trigger the release of internal energy and result in geologic hazards such as very large irreversible deformation,rockburst,engineering earthquake and so on. With the dynamic testing system of rock blocks developed in-house,the physical experiments to simulate the slipping of rock blocks induced by the impact disturbances were carried out to study the mechanism of irreversible displacements and slip failure,the influence factors and the conditions of threshold energy. Experimental results show that when the initial shear force is close to zero,the irreversible displacement may be induced by the external disturbances. The threshold energy of the irreversible displacement decreases with the increase of the initial shear force. When the initial shear force is close to the dynamic shear strength,the external disturbances may trigger slip failure. A dimensionless characteristic energy factor was used to characterize the threshold energy conditions of the irreversible displacement and slip failures induced by external disturbances. The physical relationship between the characteristic energy factor and the dimensionless energy conditions for pendulum-type waves was discussed. The comparison with experimental results shows that the energy factor can characterize the threshold energy conditions of irreversible displacements and slip failures induced by the external disturbances very well.
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