Force and deformation response analysis of dual structure slope excavation and support Article Swipe
Xuhe Gao
,
Weiping Tian
,
Jiachun Li
,
Hongliang Qi
,
Zhipei Zhang
,
Shiyang Li
·
YOU?
·
· 2022
· Open Access
·
· DOI: https://doi.org/10.1080/19475705.2022.2037738
YOU?
·
· 2022
· Open Access
·
· DOI: https://doi.org/10.1080/19475705.2022.2037738
Aiming at the problem of fuzzy selection basis of dual-structure slope simulation calculation parameters and the complicated force and deformation of the slope body in the supporting process. The study relies on the treatment project of the right side slope of the K5 + 220-K5 + 770 section of the TJ1A section of the Jiangwen Expressway. The slope is a gravel soil-weathered bedrock dual structure slope, which is referred to as Hetangba slope in the study. Use Midas/GTS NX to build a trial calculation model. A new method for checking simulation parameters of deep displacement monitoring data is proposed. The superposition calculation method of pore water pressure is proposed to realize the slope stress-seepage coupling. The analysis method of slope excavation and support process is put forward. The analysis shows that the most dangerous working condition in the slope excavation and support process is the second-level excavation. When there is a local displacement and plastic strain concentration area on the slope, the reference significance of the extreme value and the safety factor is reduced. Compared with the application of pore water pressure and no pore water pressure, there is no obvious change in the position of the extreme value of horizontal displacement and plastic strain in working conditions 2–8, but the extreme value changes are different. The slope safety factor of working conditions 2–8 is reduced. The continuous distribution zone of plastic strain inside the slope disappeared in condition 7. There is a very small unstable area on the top of the third-level slope of working conditions 9–11. The research results have great theoretical guiding significance for the measurement and control simulation and early warning analysis of the dual structure slope construction process.
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- Type
- article
- Language
- en
- Landing Page
- https://doi.org/10.1080/19475705.2022.2037738
- https://www.tandfonline.com/doi/pdf/10.1080/19475705.2022.2037738?needAccess=true
- OA Status
- gold
- Cited By
- 13
- References
- 7
- Related Works
- 10
- OpenAlex ID
- https://openalex.org/W4213297339
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Raw OpenAlex JSON
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https://openalex.org/W4213297339Canonical identifier for this work in OpenAlex
- DOI
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https://doi.org/10.1080/19475705.2022.2037738Digital Object Identifier
- Title
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Force and deformation response analysis of dual structure slope excavation and supportWork title
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articleOpenAlex work type
- Language
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enPrimary language
- Publication year
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2022Year of publication
- Publication date
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2022-02-17Full publication date if available
- Authors
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Xuhe Gao, Weiping Tian, Jiachun Li, Hongliang Qi, Zhipei Zhang, Shiyang LiList of authors in order
- Landing page
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https://doi.org/10.1080/19475705.2022.2037738Publisher landing page
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https://www.tandfonline.com/doi/pdf/10.1080/19475705.2022.2037738?needAccess=trueDirect 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://www.tandfonline.com/doi/pdf/10.1080/19475705.2022.2037738?needAccess=trueDirect OA link when available
- Concepts
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Geotechnical engineering, Displacement (psychology), Pore water pressure, Deformation (meteorology), Safety factor, Slope stability, Geology, Superposition principle, Landslide, Structural engineering, Engineering, Mathematics, Psychology, Mathematical analysis, Psychotherapist, OceanographyTop concepts (fields/topics) attached by OpenAlex
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13Total citation count in OpenAlex
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2025: 2, 2024: 5, 2023: 4, 2022: 2Per-year citation counts (last 5 years)
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7Number of works referenced by this work
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10Other works algorithmically related by OpenAlex
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