TY - JOUR
T1 - A laboratory acoustic emission experiment and numerical simulation of rock fracture driven by a high-pressure fluid source
AU - Lei, Xinglin
AU - Funatsu, Takahiro
AU - Ma, Shengli
AU - Liu, Liqiang
N1 - Funding Information:
We thank three anonymous reviewers for comments that helped to improve the manuscript. The presented study was partly supported by State Key Laboratory of Earthquake Dynamics , China.
Funding Information:
We thank three anonymous reviewers for comments that helped to improve the manuscript. The presented study was partly supported by State Key Laboratory of Earthquake Dynamics, China.
Publisher Copyright:
© 2016 Institute of Rock and Soil Mechanics, Chinese Academy of Sciences.
PY - 2016/2/1
Y1 - 2016/2/1
N2 - In order to improve our understanding of rock fracture and fault instability driven by high-pressure fluid sources, the authors carried out rock fracture tests using granite under a confining pressure of 80 MPa with fluid injection in the laboratory. Furthermore, we tested a number of numerical models using the FLAC3D modeling software to find the best model to represent the experimental results. The high-speed multichannel acoustic emission (AE) waveform recording system used in this study made it possible to examine the total fracture process through detailed monitoring of AE hypocenters and seismic velocity. The experimental results show that injecting high-pressure oil into the rock sample can induce AE activity at very low stress levels and can dramatically reduce the strength of the rock. The results of the numerical simulations show that major experimental results, including the strength, the temporal and spatial patterns of the AE events, and the role of the fluid can be represented fairly well by a model involving (1) randomly distributed defect elements to model pre-existing cracks, (2) random modification of rock properties to represent inhomogeneity introduced by different mineral grains, and (3) macroscopic inhomogeneity. Our study, which incorporates laboratory experiments and numerical simulations, indicates that such an approach is helpful in finding a better model not only for simulating experimental results but also for upscaling purposes.
AB - In order to improve our understanding of rock fracture and fault instability driven by high-pressure fluid sources, the authors carried out rock fracture tests using granite under a confining pressure of 80 MPa with fluid injection in the laboratory. Furthermore, we tested a number of numerical models using the FLAC3D modeling software to find the best model to represent the experimental results. The high-speed multichannel acoustic emission (AE) waveform recording system used in this study made it possible to examine the total fracture process through detailed monitoring of AE hypocenters and seismic velocity. The experimental results show that injecting high-pressure oil into the rock sample can induce AE activity at very low stress levels and can dramatically reduce the strength of the rock. The results of the numerical simulations show that major experimental results, including the strength, the temporal and spatial patterns of the AE events, and the role of the fluid can be represented fairly well by a model involving (1) randomly distributed defect elements to model pre-existing cracks, (2) random modification of rock properties to represent inhomogeneity introduced by different mineral grains, and (3) macroscopic inhomogeneity. Our study, which incorporates laboratory experiments and numerical simulations, indicates that such an approach is helpful in finding a better model not only for simulating experimental results but also for upscaling purposes.
UR - http://www.scopus.com/inward/record.url?scp=84969822780&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=84969822780&partnerID=8YFLogxK
U2 - 10.1016/j.jrmge.2015.02.010
DO - 10.1016/j.jrmge.2015.02.010
M3 - Article
AN - SCOPUS:84969822780
VL - 8
SP - 27
EP - 34
JO - Journal of Rock Mechanics and Geotechnical Engineering
JF - Journal of Rock Mechanics and Geotechnical Engineering
SN - 1674-7755
IS - 1
ER -