Experimental Study on the True Triaxial Unloading Mechanical Properties of Cement Tailings Backfill Under Different Intermediate Principal Stresses Article Swipe
YOU?
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· 2025
· Open Access
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· DOI: https://doi.org/10.3390/min15111227
Engineering unloading activities during deep mineral resource extraction subject the backfill materials to complex true triaxial stress conditions, where their mechanical behavior and damage mechanisms are critical to stope stability. In this article, a true triaxial testing system was employed to conduct unloading tests under different initial intermediate principal stress (σ2) conditions, aiming to elucidate the influence mechanism of σ2 on strength, deformation, failure modes, and acoustic emission (AE) characteristics of the backfill, and to establish a corresponding damage constitutive model. The results demonstrate that the σ2 governs the mechanical response and failure mode of the filling material. Within the tested range, σ2 nonlinearly enhances both the peak stress, indicating improved load-bearing. As σ2 increases, acoustic emission activity changes from intermittent to continuous high-intensity ringing counts. The transition from brittle to ductile fracture. Model predictions showed high agreement with experimental data, validating its applicability. This study provides a critical theoretical foundation and modeling framework for assessing the stability of backfill structures under deep well mining conditions and guiding engineering design.
Related Topics
- Type
- article
- Language
- en
- Landing Page
- https://doi.org/10.3390/min15111227
- OA Status
- gold
- References
- 40
- OpenAlex ID
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https://openalex.org/W7106214983Canonical identifier for this work in OpenAlex
- DOI
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https://doi.org/10.3390/min15111227Digital Object Identifier
- Title
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Experimental Study on the True Triaxial Unloading Mechanical Properties of Cement Tailings Backfill Under Different Intermediate Principal StressesWork title
- Type
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articleOpenAlex work type
- Language
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enPrimary language
- Publication year
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2025Year of publication
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2025-11-20Full publication date if available
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Qiang Li, Jiajian Li, Yunpeng Kou, Weidong SongList of authors in order
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https://doi.org/10.3390/min15111227Publisher landing page
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YesWhether a free full text is available
- OA status
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goldOpen access status per OpenAlex
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https://doi.org/10.3390/min15111227Direct OA link when available
- Concepts
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Geotechnical engineering, Acoustic emission, Brittleness, Principal stress, Cement, Failure mode and effects analysis, Triaxial shear test, Stress (linguistics), Geology, Materials science, Constitutive equation, Failure mechanism, Foundation (evidence), Ultimate failure, Structural engineering, Tailings, Mechanism (biology), Granular materialTop concepts (fields/topics) attached by OpenAlex
- Cited by
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0Total citation count in OpenAlex
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40Number of works referenced by this work
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| abstract_inverted_index.well | 163 |
| abstract_inverted_index.with | 138 |
| abstract_inverted_index.(σ2) | 50 |
| abstract_inverted_index.Model | 133 |
| abstract_inverted_index.data, | 140 |
| abstract_inverted_index.stope | 28 |
| abstract_inverted_index.study | 145 |
| abstract_inverted_index.tests | 43 |
| abstract_inverted_index.their | 19 |
| abstract_inverted_index.under | 44, 161 |
| abstract_inverted_index.where | 18 |
| abstract_inverted_index.Within | 98 |
| abstract_inverted_index.aiming | 52 |
| abstract_inverted_index.damage | 23, 78 |
| abstract_inverted_index.during | 3 |
| abstract_inverted_index.mining | 164 |
| abstract_inverted_index.model. | 80 |
| abstract_inverted_index.modes, | 64 |
| abstract_inverted_index.range, | 101 |
| abstract_inverted_index.showed | 135 |
| abstract_inverted_index.stress | 16, 49 |
| abstract_inverted_index.system | 37 |
| abstract_inverted_index.tested | 100 |
| abstract_inverted_index.brittle | 129 |
| abstract_inverted_index.changes | 118 |
| abstract_inverted_index.complex | 13 |
| abstract_inverted_index.conduct | 41 |
| abstract_inverted_index.counts. | 125 |
| abstract_inverted_index.design. | 169 |
| abstract_inverted_index.ductile | 131 |
| abstract_inverted_index.failure | 63, 92 |
| abstract_inverted_index.filling | 96 |
| abstract_inverted_index.governs | 87 |
| abstract_inverted_index.guiding | 167 |
| abstract_inverted_index.initial | 46 |
| abstract_inverted_index.mineral | 5 |
| abstract_inverted_index.results | 82 |
| abstract_inverted_index.ringing | 124 |
| abstract_inverted_index.stress, | 108 |
| abstract_inverted_index.subject | 8 |
| abstract_inverted_index.testing | 36 |
| abstract_inverted_index.acoustic | 66, 115 |
| abstract_inverted_index.activity | 117 |
| abstract_inverted_index.article, | 32 |
| abstract_inverted_index.backfill | 10, 159 |
| abstract_inverted_index.behavior | 21 |
| abstract_inverted_index.critical | 26, 148 |
| abstract_inverted_index.emission | 67, 116 |
| abstract_inverted_index.employed | 39 |
| abstract_inverted_index.enhances | 104 |
| abstract_inverted_index.improved | 110 |
| abstract_inverted_index.modeling | 152 |
| abstract_inverted_index.provides | 146 |
| abstract_inverted_index.resource | 6 |
| abstract_inverted_index.response | 90 |
| abstract_inverted_index.triaxial | 15, 35 |
| abstract_inverted_index.agreement | 137 |
| abstract_inverted_index.assessing | 155 |
| abstract_inverted_index.backfill, | 72 |
| abstract_inverted_index.different | 45 |
| abstract_inverted_index.elucidate | 54 |
| abstract_inverted_index.establish | 75 |
| abstract_inverted_index.fracture. | 132 |
| abstract_inverted_index.framework | 153 |
| abstract_inverted_index.influence | 56 |
| abstract_inverted_index.material. | 97 |
| abstract_inverted_index.materials | 11 |
| abstract_inverted_index.mechanism | 57 |
| abstract_inverted_index.principal | 48 |
| abstract_inverted_index.stability | 157 |
| abstract_inverted_index.strength, | 61 |
| abstract_inverted_index.unloading | 1, 42 |
| abstract_inverted_index.activities | 2 |
| abstract_inverted_index.conditions | 165 |
| abstract_inverted_index.continuous | 122 |
| abstract_inverted_index.extraction | 7 |
| abstract_inverted_index.foundation | 150 |
| abstract_inverted_index.increases, | 114 |
| abstract_inverted_index.indicating | 109 |
| abstract_inverted_index.mechanical | 20, 89 |
| abstract_inverted_index.mechanisms | 24 |
| abstract_inverted_index.stability. | 29 |
| abstract_inverted_index.structures | 160 |
| abstract_inverted_index.transition | 127 |
| abstract_inverted_index.validating | 141 |
| abstract_inverted_index.Engineering | 0 |
| abstract_inverted_index.conditions, | 17, 51 |
| abstract_inverted_index.demonstrate | 83 |
| abstract_inverted_index.engineering | 168 |
| abstract_inverted_index.nonlinearly | 103 |
| abstract_inverted_index.predictions | 134 |
| abstract_inverted_index.theoretical | 149 |
| abstract_inverted_index.constitutive | 79 |
| abstract_inverted_index.deformation, | 62 |
| abstract_inverted_index.experimental | 139 |
| abstract_inverted_index.intermediate | 47 |
| abstract_inverted_index.intermittent | 120 |
| abstract_inverted_index.corresponding | 77 |
| abstract_inverted_index.load-bearing. | 111 |
| abstract_inverted_index.applicability. | 143 |
| abstract_inverted_index.high-intensity | 123 |
| abstract_inverted_index.characteristics | 69 |
| cited_by_percentile_year | |
| countries_distinct_count | 1 |
| institutions_distinct_count | 4 |
| citation_normalized_percentile.value | 0.75868711 |
| citation_normalized_percentile.is_in_top_1_percent | False |
| citation_normalized_percentile.is_in_top_10_percent | False |