Nonlinear deformation effect of unloading rate on hard rock under different confining pressures Article Swipe
Lexin Jia
,
Cong Yu
,
Shili Qiu
,
Xiaoshan Wang
,
Shirui Zhang
·
YOU?
·
· 2023
· Open Access
·
· DOI: https://doi.org/10.21203/rs.3.rs-2740491/v1
YOU?
·
· 2023
· Open Access
·
· DOI: https://doi.org/10.21203/rs.3.rs-2740491/v1
In this paper, triaxial loading and unloading tests under different loading and unloading conditions are carried out to explore the deformation and failure characteristics of hard rock marble, and the acoustic emission (AE) information of the test process is monitored synchronously to obtain the AE distribution characteristics. The test results show that: (1) when the unloading rate of confining pressure is small, the yield of rock is more obvious, the failure peak value is higher, and the Poisson effect is more obvious under loading and unloading, while when the unloading rate is larger, it shows multi-stage failure; (2) there is a linear relationship between strain deflection stress compliance and unloading rate. With the increase of unloading rate, the circumferential and volumetric compliance increases and the axial compliance decreases; (3) the smaller the unloading rate is, the greater the confining pressure is, and a large number of tensile microcracks in the main shear plane of rock form a shear zone, while the higher the unloading rate is, the smaller the confining pressure is, and the main shear plane runs through; (4) AE counts can characterize the damage degree of marble during loading and unloading. When the confining pressure is low, the damage peak of AE signals increases sharply, and the overall damage increases with the increase of unloading rate, and when the confining pressure is high, AE signals increases gradually. The overall damage decreases with the increase of unloading rate, and a “pre-peak to post-peak” lag effect can occur in the general rock failure.
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Metadata
- Type
- preprint
- Language
- en
- Landing Page
- https://doi.org/10.21203/rs.3.rs-2740491/v1
- https://www.researchsquare.com/article/rs-2740491/latest.pdf
- OA Status
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- References
- 17
- Related Works
- 10
- OpenAlex ID
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All OpenAlex metadata
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https://openalex.org/W4361293002Canonical identifier for this work in OpenAlex
- DOI
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https://doi.org/10.21203/rs.3.rs-2740491/v1Digital Object Identifier
- Title
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Nonlinear deformation effect of unloading rate on hard rock under different confining pressuresWork title
- Type
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preprintOpenAlex work type
- Language
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enPrimary language
- Publication year
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2023Year of publication
- Publication date
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2023-03-29Full publication date if available
- Authors
-
Lexin Jia, Cong Yu, Shili Qiu, Xiaoshan Wang, Shirui ZhangList of authors in order
- Landing page
-
https://doi.org/10.21203/rs.3.rs-2740491/v1Publisher landing page
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https://www.researchsquare.com/article/rs-2740491/latest.pdfDirect link to full text PDF
- Open access
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YesWhether a free full text is available
- OA status
-
greenOpen access status per OpenAlex
- OA URL
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https://www.researchsquare.com/article/rs-2740491/latest.pdfDirect OA link when available
- Concepts
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Overburden pressure, Acoustic emission, Geotechnical engineering, Shear (geology), Materials science, Strain rate, Composite material, GeologyTop concepts (fields/topics) attached by OpenAlex
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0Total citation count in OpenAlex
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17Number of works referenced by this work
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10Other works algorithmically related by OpenAlex
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| abstract_inverted_index.and | 6, 12, 22, 29, 76, 85, 109, 120, 124, 142, 173, 192, 208, 219, 240 |
| abstract_inverted_index.are | 15 |
| abstract_inverted_index.can | 183, 247 |
| abstract_inverted_index.is, | 135, 141, 166, 172 |
| abstract_inverted_index.lag | 245 |
| abstract_inverted_index.out | 17 |
| abstract_inverted_index.the | 20, 30, 36, 44, 55, 63, 70, 77, 89, 113, 118, 125, 130, 132, 136, 138, 150, 161, 163, 167, 169, 174, 185, 195, 200, 209, 214, 221, 235, 250 |
| abstract_inverted_index.(AE) | 33 |
| abstract_inverted_index.When | 194 |
| abstract_inverted_index.With | 112 |
| abstract_inverted_index.form | 156 |
| abstract_inverted_index.hard | 26 |
| abstract_inverted_index.low, | 199 |
| abstract_inverted_index.main | 151, 175 |
| abstract_inverted_index.more | 68, 81 |
| abstract_inverted_index.peak | 72, 202 |
| abstract_inverted_index.rate | 57, 91, 134, 165 |
| abstract_inverted_index.rock | 27, 66, 155, 252 |
| abstract_inverted_index.runs | 178 |
| abstract_inverted_index.show | 51 |
| abstract_inverted_index.test | 37, 49 |
| abstract_inverted_index.this | 2 |
| abstract_inverted_index.when | 54, 88, 220 |
| abstract_inverted_index.with | 213, 234 |
| abstract_inverted_index.axial | 126 |
| abstract_inverted_index.high, | 225 |
| abstract_inverted_index.large | 144 |
| abstract_inverted_index.occur | 248 |
| abstract_inverted_index.plane | 153, 177 |
| abstract_inverted_index.rate, | 117, 218, 239 |
| abstract_inverted_index.rate. | 111 |
| abstract_inverted_index.shear | 152, 158, 176 |
| abstract_inverted_index.shows | 95 |
| abstract_inverted_index.tests | 8 |
| abstract_inverted_index.that: | 52 |
| abstract_inverted_index.there | 99 |
| abstract_inverted_index.under | 9, 83 |
| abstract_inverted_index.value | 73 |
| abstract_inverted_index.while | 87, 160 |
| abstract_inverted_index.yield | 64 |
| abstract_inverted_index.zone, | 159 |
| abstract_inverted_index.counts | 182 |
| abstract_inverted_index.damage | 186, 201, 211, 232 |
| abstract_inverted_index.degree | 187 |
| abstract_inverted_index.during | 190 |
| abstract_inverted_index.effect | 79, 246 |
| abstract_inverted_index.higher | 162 |
| abstract_inverted_index.linear | 102 |
| abstract_inverted_index.marble | 189 |
| abstract_inverted_index.number | 145 |
| abstract_inverted_index.obtain | 43 |
| abstract_inverted_index.paper, | 3 |
| abstract_inverted_index.small, | 62 |
| abstract_inverted_index.strain | 105 |
| abstract_inverted_index.stress | 107 |
| abstract_inverted_index.Poisson | 78 |
| abstract_inverted_index.between | 104 |
| abstract_inverted_index.carried | 16 |
| abstract_inverted_index.explore | 19 |
| abstract_inverted_index.failure | 23, 71 |
| abstract_inverted_index.general | 251 |
| abstract_inverted_index.greater | 137 |
| abstract_inverted_index.higher, | 75 |
| abstract_inverted_index.larger, | 93 |
| abstract_inverted_index.loading | 5, 11, 84, 191 |
| abstract_inverted_index.marble, | 28 |
| abstract_inverted_index.obvious | 82 |
| abstract_inverted_index.overall | 210, 231 |
| abstract_inverted_index.process | 38 |
| abstract_inverted_index.results | 50 |
| abstract_inverted_index.signals | 205, 227 |
| abstract_inverted_index.smaller | 131, 168 |
| abstract_inverted_index.tensile | 147 |
| abstract_inverted_index.Abstract | 0 |
| abstract_inverted_index.acoustic | 31 |
| abstract_inverted_index.emission | 32 |
| abstract_inverted_index.failure. | 253 |
| abstract_inverted_index.failure; | 97 |
| abstract_inverted_index.increase | 114, 215, 236 |
| abstract_inverted_index.obvious, | 69 |
| abstract_inverted_index.pressure | 60, 140, 171, 197, 223 |
| abstract_inverted_index.sharply, | 207 |
| abstract_inverted_index.through; | 179 |
| abstract_inverted_index.triaxial | 4 |
| abstract_inverted_index.confining | 59, 139, 170, 196, 222 |
| abstract_inverted_index.decreases | 233 |
| abstract_inverted_index.different | 10 |
| abstract_inverted_index.increases | 123, 206, 212, 228 |
| abstract_inverted_index.monitored | 40 |
| abstract_inverted_index.unloading | 7, 13, 56, 90, 110, 116, 133, 164, 217, 238 |
| abstract_inverted_index.compliance | 108, 122, 127 |
| abstract_inverted_index.conditions | 14 |
| abstract_inverted_index.decreases; | 128 |
| abstract_inverted_index.deflection | 106 |
| abstract_inverted_index.gradually. | 229 |
| abstract_inverted_index.unloading, | 86 |
| abstract_inverted_index.unloading. | 193 |
| abstract_inverted_index.volumetric | 121 |
| abstract_inverted_index.deformation | 21 |
| abstract_inverted_index.information | 34 |
| abstract_inverted_index.microcracks | 148 |
| abstract_inverted_index.multi-stage | 96 |
| abstract_inverted_index.“pre-peak | 242 |
| abstract_inverted_index.characterize | 184 |
| abstract_inverted_index.distribution | 46 |
| abstract_inverted_index.post-peak” | 244 |
| abstract_inverted_index.relationship | 103 |
| abstract_inverted_index.synchronously | 41 |
| abstract_inverted_index.characteristics | 24 |
| abstract_inverted_index.circumferential | 119 |
| abstract_inverted_index.characteristics. | 47 |
| cited_by_percentile_year | |
| countries_distinct_count | 1 |
| institutions_distinct_count | 5 |
| citation_normalized_percentile.value | 0.04228304 |
| citation_normalized_percentile.is_in_top_1_percent | False |
| citation_normalized_percentile.is_in_top_10_percent | False |