Shear failure behaviors and degradation mechanical model of rockmass under true triaxial multi-level loading and unloading shear tests Article Swipe
Zhi Zheng
,
Ronghua Li
,
Peng‐Zhi Pan
,
Jinghua Qi
,
Guoshao Su
,
Hong Zheng
·
YOU?
·
· 2024
· Open Access
·
· DOI: https://doi.org/10.1016/j.ijmst.2024.10.002
YOU?
·
· 2024
· Open Access
·
· DOI: https://doi.org/10.1016/j.ijmst.2024.10.002
The redistribution of three-dimensional (3D) geostress during underground tunnel excavation can easily induce to shear failure along rockmass structural plane, potentially resulting in engineering disasters. However, the current understanding of rockmass shear behavior is mainly based on shear tests under 2D stress without lateral stress, the shear fracture under 3D stress is unclear, and the relevant 3D shear fracture theory research is deficient. Therefore, this study conducted true triaxial cyclic loading and unloading shear tests on intact and bedded limestone under different normal stress σn and lateral stress σp to investigate the shear strength, deformation, and failure characteristics. The results indicate that under different σn and σp, the stress–strain hysteresis loop area gradually increases from nearly zero in the pre-peak stage, becomes most significant in the post-peak stage, and then becomes very small in the residual stage as the number of shear test cycles increases. The shear peak strength and failure surface roughness almost linearly increase with the increase in σn, while they first increase and then gradually decrease as σp increases, with the maximum increases of 12.9% for strength and 15.1% for roughness. The shear residual strength almost linearly increases with σn, but shows no significant change with σp. Based on the acoustic emission characteristic parameters during the test process, the shear fracture process and microscopic failure mechanism were analyzed. As the shear stress τ increases, the acoustic emission activity, main frequency, and amplitude gradually increase, showing a significant rise during the cycle near the peak strength, while remaining almost unchanged in the residual stage. The true triaxial shear fracture process presents tensile-shear mixture failure characteristics dominated by microscopic tensile failure. Based on the test results, a 3D shear strength criterion considering the lateral stress effect was proposed, and the determination methods and evolution of the shear modulus G, cohesion cjp, friction angle φjp, and dilation angle ψjp during rockmass shear fracture process were studied. Under different σn and σp, G first rapidly decreases and then tends to stabilize; cjp, φjp, and ψjp first increase rapidly to the maximum value, then decrease slowly, and finally remain basically unchanged. A 3D shear mechanics model considering the effects of lateral stress and shear parameter degradation was further established, and a corresponding numerical calculation program was developed based on 3D discrete element software. The proposed model effectively simulates the shear failure evolution process of rockmass under true triaxial shear test, and is further applied to successfully reveal the failure characteristics of surrounding rocks with structural planes under different combinations of tunnel axis and geostress direction.
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- Type
- article
- Language
- en
- Landing Page
- https://doi.org/10.1016/j.ijmst.2024.10.002
- OA Status
- diamond
- Cited By
- 29
- References
- 33
- Related Works
- 10
- OpenAlex ID
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All OpenAlex metadata
Raw OpenAlex JSON
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https://openalex.org/W4404296556Canonical identifier for this work in OpenAlex
- DOI
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https://doi.org/10.1016/j.ijmst.2024.10.002Digital Object Identifier
- Title
-
Shear failure behaviors and degradation mechanical model of rockmass under true triaxial multi-level loading and unloading shear testsWork title
- Type
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articleOpenAlex work type
- Language
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enPrimary language
- Publication year
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2024Year of publication
- Publication date
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2024-10-01Full publication date if available
- Authors
-
Zhi Zheng, Ronghua Li, Peng‐Zhi Pan, Jinghua Qi, Guoshao Su, Hong ZhengList of authors in order
- Landing page
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https://doi.org/10.1016/j.ijmst.2024.10.002Publisher landing page
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YesWhether a free full text is available
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diamondOpen access status per OpenAlex
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https://doi.org/10.1016/j.ijmst.2024.10.002Direct OA link when available
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Shear (geology), Geotechnical engineering, Direct shear test, Triaxial shear test, Degradation (telecommunications), Geology, Shear strength (soil), Failure mechanism, Structural engineering, Engineering, Petrology, Soil science, Soil water, TelecommunicationsTop concepts (fields/topics) attached by OpenAlex
- Cited by
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29Total citation count in OpenAlex
- Citations by year (recent)
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2025: 29Per-year citation counts (last 5 years)
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33Number of works referenced by this work
- Related works (count)
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10Other works algorithmically related by OpenAlex
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| abstract_inverted_index.σp, | 106, 320 |
| abstract_inverted_index.σp. | 199 |
| abstract_inverted_index.ψjp | 308, 333 |
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| abstract_inverted_index.15.1% | 181 |
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| abstract_inverted_index.discrete | 378 |
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| abstract_inverted_index.strength | 148, 179, 187, 280 |
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| abstract_inverted_index.three-dimensional | 3 |
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| countries_distinct_count | 0 |
| institutions_distinct_count | 6 |
| sustainable_development_goals[0].id | https://metadata.un.org/sdg/13 |
| sustainable_development_goals[0].score | 0.47999998927116394 |
| sustainable_development_goals[0].display_name | Climate action |
| citation_normalized_percentile.value | 0.99340717 |
| citation_normalized_percentile.is_in_top_1_percent | True |
| citation_normalized_percentile.is_in_top_10_percent | True |