Stability Analysis of Rock Slope with Multilayer Weak Interlayer Article Swipe
Jinglong Li
,
Bo Zhang
,
Bin Sui
·
YOU?
·
· 2021
· Open Access
·
· DOI: https://doi.org/10.1155/2021/1409240
YOU?
·
· 2021
· Open Access
·
· DOI: https://doi.org/10.1155/2021/1409240
The existence of the weak interlayer of the rock slope changes its mechanical characteristics. To ensure the safety of the slope, it is necessary to analyze the overall stability of the slope. Taking the double‐layer weak interlayer rock slope beside 318 National Road in Qiyue Mountain, Hubei Province, as an example, a slope model with a weak interlayer was established through GTS software, and the model was imported into FLAC3D for calculation, and the deformation of the slope by the double‐layer soft interlayer was studied. The influence of characteristics and safety factors reveals the controlling effect of the double‐layer weak interlayer on the stability of the slope and its failure mode. The potential sliding surface of the slope is determined to be the lower weak interlayer, and the weak interlayer after the anchor cable reinforcement is carried out. Numerical analysis shows that the reasonable application of anchor cables significantly improves slope stability. The research results can provide reference significance for slope stability analysis of similar projects.
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Metadata
- Type
- article
- Language
- en
- Landing Page
- https://doi.org/10.1155/2021/1409240
- https://downloads.hindawi.com/journals/ace/2021/1409240.pdf
- OA Status
- gold
- Cited By
- 8
- References
- 3
- Related Works
- 10
- OpenAlex ID
- https://openalex.org/W4200390641
All OpenAlex metadata
Raw OpenAlex JSON
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https://openalex.org/W4200390641Canonical identifier for this work in OpenAlex
- DOI
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https://doi.org/10.1155/2021/1409240Digital Object Identifier
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Stability Analysis of Rock Slope with Multilayer Weak InterlayerWork title
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articleOpenAlex work type
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enPrimary language
- Publication year
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2021Year of publication
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2021-01-01Full publication date if available
- Authors
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Jinglong Li, Bo Zhang, Bin SuiList of authors in order
- Landing page
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https://doi.org/10.1155/2021/1409240Publisher landing page
- PDF URL
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https://downloads.hindawi.com/journals/ace/2021/1409240.pdfDirect link to full text PDF
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YesWhether a free full text is available
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goldOpen access status per OpenAlex
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https://downloads.hindawi.com/journals/ace/2021/1409240.pdfDirect OA link when available
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Stability (learning theory), Geology, Geotechnical engineering, Materials science, Computer science, Machine learningTop concepts (fields/topics) attached by OpenAlex
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8Total citation count in OpenAlex
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2024: 3, 2023: 3, 2022: 2Per-year citation counts (last 5 years)
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3Number of works referenced by this work
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10Other works algorithmically related by OpenAlex
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| abstract_inverted_index.interlayer | 5, 36, 57, 82, 100, 129 |
| abstract_inverted_index.mechanical | 12 |
| abstract_inverted_index.reasonable | 143 |
| abstract_inverted_index.stability. | 151 |
| abstract_inverted_index.application | 144 |
| abstract_inverted_index.controlling | 94 |
| abstract_inverted_index.deformation | 74 |
| abstract_inverted_index.established | 59 |
| abstract_inverted_index.interlayer, | 125 |
| abstract_inverted_index.calculation, | 71 |
| abstract_inverted_index.significance | 158 |
| abstract_inverted_index.reinforcement | 134 |
| abstract_inverted_index.significantly | 148 |
| abstract_inverted_index.double‐layer | 34, 80, 98 |
| abstract_inverted_index.characteristics | 88 |
| abstract_inverted_index.characteristics. | 13 |
| cited_by_percentile_year.max | 97 |
| cited_by_percentile_year.min | 94 |
| corresponding_author_ids | https://openalex.org/A5100681643 |
| countries_distinct_count | 1 |
| institutions_distinct_count | 3 |
| corresponding_institution_ids | https://openalex.org/I154099455, https://openalex.org/I161350542 |
| sustainable_development_goals[0].id | https://metadata.un.org/sdg/11 |
| sustainable_development_goals[0].score | 0.7099999785423279 |
| sustainable_development_goals[0].display_name | Sustainable cities and communities |
| citation_normalized_percentile.value | 0.98372093 |
| citation_normalized_percentile.is_in_top_1_percent | False |
| citation_normalized_percentile.is_in_top_10_percent | True |