Smooth blasting is generally used to excavate rock anchor beam at the underground power station
its aim is to better quality and smaller crushed region. However
the blasting of the main hole damages the smooth layer to a certain extent to reduce the mechanical parameters of rock mass. The more powder is charged each hole and rock mass is over excavation or generate lots of cracks without considering this effect of damage. The 2D dimension elastic-plastic model of rock mass is adopted and the smooth blasting procedures with and without this damage are simulated in the dynamic finite program. According to the results of comparison of maximum effective stresses of different distance of 2 kinds of models
when the effect of this damage is considered
the interval of holes and the burden can be widened under the same condition. The model considering damage is proved by in-site blasting experiment well.
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Related Author
CHEN Huai-lin
YANG Tao
RAO Yun-kang
ZHANG Zhe
WU Hong-gang
XIE Jiang-wei
TENG Han-qing
ABI ERDI
Related Institution
State Key Laboratory of Intelligent Construction and Maintenance for Geotechnical and Tunnel Engineering under Extreme Environments, Southwest Jiaotong University
China Northwest Research Institute Co., Ltd., of CREC
China Railway Academy Co., Ltd.
School of River & Ocean Engineering, Chongqing Jiaotong University
State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences