TY - JOUR
T1 - Numerical investigation of progressive damage and associated seismicity on a laboratory fault
AU - Zhao, Qi
AU - Tisato, Nicola
AU - Abdelaziz, Aly
AU - Ha, Johnson
AU - Grasselli, Giovanni
N1 - Funding Information:
Q. Zhao is supported by the FCE Start-up Fund for New Recruits at the Hong Kong Polytechnic University (Project ID P0034042) and the Early Career Scheme of the Research Grants Council of the Hong Kong Special Administrative Region, China (Project No. PolyU 25220021). This work has also been supported through the NSERC Discovery Grants 341275, CFILOF Grant 18285, Carbon Management Canada (CMC), and NSERC/Energi Simulation Industrial Research Chair Program. The authors would like to thank Geomechanica Inc. for providing the Irazu FDEM simulation software. Q. Zhao would like to thank Dr. Andrea Lisjak and Dr. Bin Chen for discussions and suggestions. The authors appreciate the constructive suggestions and comments from the editor and the reviewers.
Funding Information:
Q. Zhao is supported by the FCE Start-up Fund for New Recruits at the Hong Kong Polytechnic University (Project ID P0034042 ) and the Early Career Scheme of the Research Grants Council of the Hong Kong Special Administrative Region, China (Project No. PolyU 25220021 ). This work has also been supported through the NSERC Discovery Grants 341275 , CFILOF Grant 18285 , Carbon Management Canada (CMC), and NSERC/Energi Simulation Industrial Research Chair Program. The authors would like to thank Geomechanica Inc. for providing the Irazu FDEM simulation software. Q. Zhao would like to thank Dr. Andrea Lisjak and Dr. Bin Chen for discussions and suggestions. The authors appreciate the constructive suggestions and comments from the editor and the reviewers.
Publisher Copyright:
© 2023 Elsevier Ltd
PY - 2023/7
Y1 - 2023/7
N2 - Understanding rock shear failure behavior is crucial to gain insights into slip-related geohazards such as rock avalanches, landslides, and earthquakes. However, descriptions of the progressive damage on the shear surface are still incomplete or ambiguous. In this study, we use the hybrid finite-discrete element method (FDEM) to simulate a shear experiment and obtain a detailed comprehension of shear induced progressive damage and the associated seismic activity. We built a laboratory fault model from high resolution surface scans and micro-CT imaging. Our results show that under quasi-static shear loading, the fault surface experiences local dynamic seismic activities. We found that the seismic activity is related to the stress concentration on interlocking asperities. This interlocking behavior (i) causes stress concentration at the region of contact that could reach the compressive strength, and (ii) produces tensile stress up to the tensile strength in the region adjacent to the contact area. Thus, different failure mechanisms and damage patterns including crushing and sub-vertical fracturing are observed on the rough surface. Asperity failure creates rapid local slips resulting in significant stress perturbations that alter the overall stress condition and may trigger the slip of adjacent critically stressed asperities. We found that the spatial distribution of the damaged asperities and the seismic activity is highly heterogeneous; regions with intense asperity interactions formed gouge material, while others exhibit minimal to no damage. These results emphasize the important role of surface roughness in controlling the overall shear behavior and the local dynamic seismic activities on faults.
AB - Understanding rock shear failure behavior is crucial to gain insights into slip-related geohazards such as rock avalanches, landslides, and earthquakes. However, descriptions of the progressive damage on the shear surface are still incomplete or ambiguous. In this study, we use the hybrid finite-discrete element method (FDEM) to simulate a shear experiment and obtain a detailed comprehension of shear induced progressive damage and the associated seismic activity. We built a laboratory fault model from high resolution surface scans and micro-CT imaging. Our results show that under quasi-static shear loading, the fault surface experiences local dynamic seismic activities. We found that the seismic activity is related to the stress concentration on interlocking asperities. This interlocking behavior (i) causes stress concentration at the region of contact that could reach the compressive strength, and (ii) produces tensile stress up to the tensile strength in the region adjacent to the contact area. Thus, different failure mechanisms and damage patterns including crushing and sub-vertical fracturing are observed on the rough surface. Asperity failure creates rapid local slips resulting in significant stress perturbations that alter the overall stress condition and may trigger the slip of adjacent critically stressed asperities. We found that the spatial distribution of the damaged asperities and the seismic activity is highly heterogeneous; regions with intense asperity interactions formed gouge material, while others exhibit minimal to no damage. These results emphasize the important role of surface roughness in controlling the overall shear behavior and the local dynamic seismic activities on faults.
KW - Asperity
KW - Seismicity
KW - Shear behavior
KW - Shear induced damage
KW - Surface roughness
UR - http://www.scopus.com/inward/record.url?scp=85154569656&partnerID=8YFLogxK
UR - https://arxiv.org/ftp/arxiv/papers/2301/2301.04033.pdf
U2 - 10.1016/j.ijrmms.2023.105392
DO - 10.1016/j.ijrmms.2023.105392
M3 - Journal article
AN - SCOPUS:85154569656
SN - 1365-1609
VL - 167
JO - International Journal of Rock Mechanics and Mining Sciences
JF - International Journal of Rock Mechanics and Mining Sciences
M1 - 105392
ER -