MECHANICAL RESPONSES AND ENERGY DISSIPATION MECHANISM OF ROCK SPECIMEN WITH A SINGLE FISSURE UNDER STATIC AND DYNAMIC UNIAXIAL COMPRESSION USING PARTICLE
FLOW CODE SIMULATIONS
HUANG Da1，2，CEN Duofeng1
(1. College of Civil Engineering，Chongqing University，Chongqing 400045，China；2. Key Laboratory of New Technology for Construction of Cities in Mountain Area，Ministry of Education，Chongqing University，Chongqing 400045，China)
Abstract：In view of characteristics of static and dynamic uniaxial compression，such as mining rock pillar，the influence of initial mesoscopic damage level under uniaxial static compression on mechanical properties of rock specimen with a single fissure under subsequent uniaxial dynamic compression and the energy dissipation mechanism are simulated by particle flow code. Minor influence of initial damage level under static uniaxial compression on patterns of stress-strain curves of rock specimens which are under dynamic uniaxial compression subsequently is observed. The damage at pre-peak and the crack coalescence at post-peak for damaged rock specimens behave in obvious progressions and jumps. Lower strength of specimens is presented with the increase of initial damage. But the subsequent dynamic compression suggests the strength increases drastically compared with one due to initial damage. The normal and tangential fracture stresses of crack tip are reduced slightly with the increase of initial damage. And the normal fracture stress is reduced but the tangential stress increases sharply with the increase of fissure dip angle. The final macroscopic fracture mode of specimens under subsequent dynamic compression does not change around initial damage level. However，more microcracks and stronger damage localization are observed with the increase of initial damage. The energy dissipation is closely related to the mesoscopic damage evolution of rock mass. The stronger the initial damage of rock mass is，the less energy is absorbed to reach the peak failure，but more energy is dissipated at post-peak. The more dissipation energy and stored elastic strain energy at peak strength are，the stronger damage fracture at post-peak is with the increase of fissure dip angle.
黄 达1，2，岑夺丰1. 单轴静–动相继压缩下单裂隙岩样力学响应及能量耗散机制颗粒流模拟[J]. 岩石力学与工程学报, 2013, 32(9): 1926-1936.
HUANG Da1，2，CEN Duofeng1. MECHANICAL RESPONSES AND ENERGY DISSIPATION MECHANISM OF ROCK SPECIMEN WITH A SINGLE FISSURE UNDER STATIC AND DYNAMIC UNIAXIAL COMPRESSION USING PARTICLE
FLOW CODE SIMULATIONS. , 2013, 32(9): 1926-1936.
黄润秋，黄 达，段绍辉，等. 锦屏I级水电站地下厂房施工期围岩变形开裂特征及地质力学机制研究[J]. 岩石力学与工程学报，2011，30(1)：23-35.(HUANG Runqiu，HUANG Da，DUAN Shaohui，et al. Geomechanics mechanism and characteristics of the surrounding rock mass deformation failure in construction phase for underground powerhouse of Jinping I hydropower station[J]. Chinese Journal of Rock Mechanics and Engineering，2011，30(1)：23-35.(in Chinese))
[8]
蒲传金，郭学彬，冯德润，等. 边坡岩体初始损伤对爆破作用影响的微观分析[J]. 爆破，2007，24(3)：16-19.(PU Chuanjin，GUO Xuebin，FENG Derun，et al. Microscopic analysis of the influence of original damages of slope rock masses on blasting effect[J]. Blasting，2007，24(3)：16-19.(in Chinese))
<body>Your browse does not support frame!</body>
2013, Vol. 32 
