Shear band evolution and acoustic emission characteristics of sandstone containing non-persistent flaws
Direct shear tests were conducted on sandstone specimens under different constant normal stresses to study the coalescence of cracks between non-persistent flaws and the shear sliding characteristics of the shear-formed fault. Digital image correlation and acoustic emission (AE) techniques were used...
| Main Authors: | , , , |
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| Format: | Article |
| Language: | English |
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Elsevier
2024-02-01
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| Series: | Journal of Rock Mechanics and Geotechnical Engineering |
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| Online Access: | http://www.sciencedirect.com/science/article/pii/S1674775523001348 |
| _version_ | 1797322451313491968 |
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| author | Shuting Miao Peng-Zhi Pan Chuanqing Zhang Lei Huo |
| author_facet | Shuting Miao Peng-Zhi Pan Chuanqing Zhang Lei Huo |
| author_sort | Shuting Miao |
| collection | DOAJ |
| description | Direct shear tests were conducted on sandstone specimens under different constant normal stresses to study the coalescence of cracks between non-persistent flaws and the shear sliding characteristics of the shear-formed fault. Digital image correlation and acoustic emission (AE) techniques were used to monitor the evolution of shear bands at the rock bridge area and microcracking behaviors. The experimental results revealed that the shear stresses corresponding to the peak and sub-peak in the stress-displacement curve are significantly affected by the normal stress. Strain localization bands emerged at both the tip of joints and the rock bridge, and their extension and interaction near the peak stress caused a surge in the AE hit rate and a significant decrease in the AE b value. Short and curvilinear strain bands were detected at low normal stress, while high normal stress generally led to more microcracking events and longer coplanar cracks at the rock bridge area. Furthermore, an increase in normal stress resulted in a higher AE count rate and more energetic AE events during friction sliding along the shear-formed fault. It was observed that the elastic energy released during the crack coalescence at the pre-peak stage was much greater than that released during friction sliding at the post-peak stage. More than 75% of AE events were located in the low-frequency band (0–100 kHz), and this proportion continued to rise with increasing normal stress. Moreover, more AE events of low AF value and high RA value were observed in specimens subjected to high normal stress, indicating that greater normal stress led to more microcracks of shear nature. |
| first_indexed | 2024-03-08T05:14:32Z |
| format | Article |
| id | doaj.art-d4fb7de842304482ae6ce952a4084ba8 |
| institution | Directory Open Access Journal |
| issn | 1674-7755 |
| language | English |
| last_indexed | 2024-03-08T05:14:32Z |
| publishDate | 2024-02-01 |
| publisher | Elsevier |
| record_format | Article |
| series | Journal of Rock Mechanics and Geotechnical Engineering |
| spelling | doaj.art-d4fb7de842304482ae6ce952a4084ba82024-02-07T04:44:14ZengElsevierJournal of Rock Mechanics and Geotechnical Engineering1674-77552024-02-01162497513Shear band evolution and acoustic emission characteristics of sandstone containing non-persistent flawsShuting Miao0Peng-Zhi Pan1Chuanqing Zhang2Lei Huo3State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, 430071, China; University of Chinese Academy of Sciences, Beijing, 100049, ChinaState Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, 430071, China; University of Chinese Academy of Sciences, Beijing, 100049, China; Corresponding author. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, 430071, China.State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, 430071, China; University of Chinese Academy of Sciences, Beijing, 100049, ChinaCASIC Research Institute of Intelligent Decision Engineering, Wuhan, 430040, ChinaDirect shear tests were conducted on sandstone specimens under different constant normal stresses to study the coalescence of cracks between non-persistent flaws and the shear sliding characteristics of the shear-formed fault. Digital image correlation and acoustic emission (AE) techniques were used to monitor the evolution of shear bands at the rock bridge area and microcracking behaviors. The experimental results revealed that the shear stresses corresponding to the peak and sub-peak in the stress-displacement curve are significantly affected by the normal stress. Strain localization bands emerged at both the tip of joints and the rock bridge, and their extension and interaction near the peak stress caused a surge in the AE hit rate and a significant decrease in the AE b value. Short and curvilinear strain bands were detected at low normal stress, while high normal stress generally led to more microcracking events and longer coplanar cracks at the rock bridge area. Furthermore, an increase in normal stress resulted in a higher AE count rate and more energetic AE events during friction sliding along the shear-formed fault. It was observed that the elastic energy released during the crack coalescence at the pre-peak stage was much greater than that released during friction sliding at the post-peak stage. More than 75% of AE events were located in the low-frequency band (0–100 kHz), and this proportion continued to rise with increasing normal stress. Moreover, more AE events of low AF value and high RA value were observed in specimens subjected to high normal stress, indicating that greater normal stress led to more microcracks of shear nature.http://www.sciencedirect.com/science/article/pii/S1674775523001348Shear band evolutionAcoustic emission (AE)Crack coalescenceNormal stressShear sliding |
| spellingShingle | Shuting Miao Peng-Zhi Pan Chuanqing Zhang Lei Huo Shear band evolution and acoustic emission characteristics of sandstone containing non-persistent flaws Journal of Rock Mechanics and Geotechnical Engineering Shear band evolution Acoustic emission (AE) Crack coalescence Normal stress Shear sliding |
| title | Shear band evolution and acoustic emission characteristics of sandstone containing non-persistent flaws |
| title_full | Shear band evolution and acoustic emission characteristics of sandstone containing non-persistent flaws |
| title_fullStr | Shear band evolution and acoustic emission characteristics of sandstone containing non-persistent flaws |
| title_full_unstemmed | Shear band evolution and acoustic emission characteristics of sandstone containing non-persistent flaws |
| title_short | Shear band evolution and acoustic emission characteristics of sandstone containing non-persistent flaws |
| title_sort | shear band evolution and acoustic emission characteristics of sandstone containing non persistent flaws |
| topic | Shear band evolution Acoustic emission (AE) Crack coalescence Normal stress Shear sliding |
| url | http://www.sciencedirect.com/science/article/pii/S1674775523001348 |
| work_keys_str_mv | AT shutingmiao shearbandevolutionandacousticemissioncharacteristicsofsandstonecontainingnonpersistentflaws AT pengzhipan shearbandevolutionandacousticemissioncharacteristicsofsandstonecontainingnonpersistentflaws AT chuanqingzhang shearbandevolutionandacousticemissioncharacteristicsofsandstonecontainingnonpersistentflaws AT leihuo shearbandevolutionandacousticemissioncharacteristicsofsandstonecontainingnonpersistentflaws |