Journal
GEOFLUIDS
Volume 2021, Issue -, Pages -Publisher
WILEY-HINDAWI
DOI: 10.1155/2021/5569525
Keywords
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Funding
- National Key Technologies Research and Development Program of China [2018YFC0808402]
- Fundamental Research Funds for the Central Universities [FRF-TP-20-004A2, 06500072]
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Rock joints exhibit Kaiser effect and Felicity effect under multilevel cyclic shear conditions. By analyzing the acoustic emission parameters and frequency spectrum characteristics during the whole shearing process, it was found that the shear stress-displacement curve forms multiple cyclic hysteresis loops with increasing normal stress. The Felicity ratio decreases as shear damage increases, with a final ratio of about 0.94-0.99. The research on AE monitoring signals of multilevel shear behaviors can help understand the shear-friction mechanisms of rock joints.
Rock joints have obvious acoustic emission (AE) Kaiser effect and Felicity effect under multilevel cyclic shear conditions. The TFD-20H/50J rock shear apparatus was used to carry out cyclic loading and unloading joint shear tests, and the acoustic emission parameters and frequency spectrum characteristics of the whole shearing process were analyzed. The results show that, under the cyclic loading, the shear stress-displacement curve forms several cyclic hysteresis loops, and the number of loops increases with the increase of normal stress. With the cycles increase, the shear damage gradually increases, and the Felicity ratio gradually decreases. The Felicity ratio at the final shear failure moment is about 0.94-0.99. The ratio of the RA value (rise time/amplitude) and the average frequency value (RA-AF) is used to classify the cracking mode of the joint sample. There are two AE crack signal types (tensile type and shear type) during shear damage. The peak frequency is displayed as high, medium, and low three frequency bands, which are distributed in the range of 0-35 kHz, 35-122 kHz, and 122-300 kHz, respectively. Both low-frequency and high-frequency signals account for less than 10%, and medium-frequency signals account for more than 90%. The research of the AE monitoring signals of multilevel shear behaviors can help understand the shear-friction mechanisms of rock joints.
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