TY - JOUR
T1 - Acoustic Emission Characteristics During the Microcracking Processes of Granite, Marble and Sandstone Under Mode I Loading
AU - Guo, Tianyang
AU - Zhao, Qi
N1 - Funding Information:
The authors would like to thank the editor, Dr Bing Li, and the anonymous reviewer for their valuable suggestions. The authors acknowledge the support from the FCE Start-up Fund for New Recruits at the Hong Kong Polytechnic University (P0034042), the Early Career Scheme of the Research Grants Council of the Hong Kong Special Administrative Region, China (Project No. PolyU 25220021), and the Distinguished Postdoctoral Fellowship Scheme at the Hong Kong Polytechnic University (P0039280).
Publisher Copyright:
© 2022, The Author(s), under exclusive licence to Springer-Verlag GmbH Austria, part of Springer Nature.
PY - 2022/9
Y1 - 2022/9
N2 - We conduct a comparative laboratory investigation of the cracking behaviour of granite, marble and sandstone using semi-circular bending (SCB) tests on pre-notched specimens with acoustic emission (AE) monitored. We analyze and compare the spatial–temporal evolution, relative amplitude, and source mechanisms of the AE events. To explain the differences in the AE characteristics, we examine the microscopic features of macrocracks induced in the SCB tests using the thin-section petrographic analysis. We find that the temporal evolution patterns of AE events are generally similar among the three rocks. Most AE events are observed in the granite and the least in the sandstone. The AEs in the granite and marble both concentrate near the notch tip, while those in the sandstone distribute along the macrocrack path. The AEs in the granite and marble may be mainly attributed to the reactivation of pre-existing microcracks near the notch tip. The AEs in the sandstone could be more induced by the nucleation of new microcracks in the area where the macrocrack would subsequently form. For all three rocks, the tensile events are the predominant event type. Much more shear events are observed in the granite as compared with the marble and sandstone. These differences in the quantity, distribution and source mechanisms of AE events are related to the distinct microstructural characteristics of the three rocks. Our results provide valuable insights into the understanding of the correlation between rock microscopic features and characteristics of AE activities that may facilitate more rigorous AE analysis in rock engineering practice.
AB - We conduct a comparative laboratory investigation of the cracking behaviour of granite, marble and sandstone using semi-circular bending (SCB) tests on pre-notched specimens with acoustic emission (AE) monitored. We analyze and compare the spatial–temporal evolution, relative amplitude, and source mechanisms of the AE events. To explain the differences in the AE characteristics, we examine the microscopic features of macrocracks induced in the SCB tests using the thin-section petrographic analysis. We find that the temporal evolution patterns of AE events are generally similar among the three rocks. Most AE events are observed in the granite and the least in the sandstone. The AEs in the granite and marble both concentrate near the notch tip, while those in the sandstone distribute along the macrocrack path. The AEs in the granite and marble may be mainly attributed to the reactivation of pre-existing microcracks near the notch tip. The AEs in the sandstone could be more induced by the nucleation of new microcracks in the area where the macrocrack would subsequently form. For all three rocks, the tensile events are the predominant event type. Much more shear events are observed in the granite as compared with the marble and sandstone. These differences in the quantity, distribution and source mechanisms of AE events are related to the distinct microstructural characteristics of the three rocks. Our results provide valuable insights into the understanding of the correlation between rock microscopic features and characteristics of AE activities that may facilitate more rigorous AE analysis in rock engineering practice.
KW - Acoustic emission
KW - Fracture process zone
KW - Microcracking mechanisms
KW - Mode I loading
KW - Static semi-circular bending
UR - http://www.scopus.com/inward/record.url?scp=85132713557&partnerID=8YFLogxK
U2 - 10.1007/s00603-022-02937-1
DO - 10.1007/s00603-022-02937-1
M3 - Journal article
SN - 0723-2632
VL - 55
SP - 5467
EP - 5489
JO - Rock Mechanics and Rock Engineering
JF - Rock Mechanics and Rock Engineering
IS - 9
ER -