QU Shi-jie, LIU Ji-fei. Numerical analysis of joint angle effect on cracking with presplit blasting[J]. 2015, 36(1): 189-194.
DOI:
QU Shi-jie, LIU Ji-fei. Numerical analysis of joint angle effect on cracking with presplit blasting[J]. 2015, 36(1): 189-194.DOI: 10.16285/j.rsm.2015.01.026.
Numerical analysis of joint angle effect on cracking with presplit blasting
Field practice demonstrates that geological discontinuities such as joints
weak intercalations
as well as faults
are a key factor controlling result of presplit blasting operations. The influence of angle of geological joints is investigated using the software LS-DYNA 3D. The numerical simulation of the process of presplit blasting in jointed models shows that the existence of the joint in rock mass can affect presplitting blasting significantly. The joint absorbs stress wave energy and prevents the transmission of stress wave
also impacts presplitting fissure occurrence. The cracks near joints mostly run along the direction vertical to the joints and gradually connect with the joints. When the angle between joint and the direction of designed presplit is small
the zigzag-shaped cracks are likely to rise
but hardly to penetrate. With increase of the angle
the effect of the stress wave transmission over the joints
as well as the particle vibration velocity near the joints can increase
and the produced presplitting cracks are more likely to straightly penetrate from one to another along the designed presplit line. When the joints and the designed presplit line are perpendicular to each other
the stress wave transmission over the joints reaches maximum and the cracks are likely to be in the same line connecting the presplit holes. Thus it becomes less possible for the zigzag-shaped crack to occur. The effect of presplitting to crack occurrence is best
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Related Author
LEI Guang-yu
LU Ai-hong
MAO Xian-biao
WANG Zhi-liang1
XIAO Zhi-huan1
SHEN Lin-fang1
LI Shao-Jun2
ZHANG Gui-min
Related Institution
School of Science,China University of Mining and Technology
Faculty of Civil Engineering and Mechanics, Kunming University of Science and Technology
State Key Laboratory of Geomechanics and Geotechnical Engineering Safety, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences
School of Mechanics and Civil Engineering, China University of Mining and Technology
State Key Laboratory of Intelligent Construction and Healthy Operation and Maintenance of Deep Underground Engineering, China University of Mining and Technology