A One-Dimensional Nonlinear Consolidation Analysis of Double-Layered Soil with Continuous Drainage Boundary Article Swipe
Yi Zhang
,
Yong Yin
,
Mengfan Zong
,
Wenbing Wu
,
Zhongling Zong
,
Guoxiong Mei
·
YOU?
·
· 2023
· Open Access
·
· DOI: https://doi.org/10.3390/app132111711
YOU?
·
· 2023
· Open Access
·
· DOI: https://doi.org/10.3390/app132111711
Based on the soil nonlinearity assumptions proposed by Mesri, the one-dimensional nonlinear consolidation of double-layered soil is investigated. To better align with engineering reality, a continuous drainage boundary is introduced, bolstering the reliability of the derived solution through comparison against existing findings. Subsequently, the consolidation behavior of double-layered soil is analyzed for the soil permeability, compressibility, nonlinear parameters, and interface parameters. The outcomes elicit a positive correlation between the consolidation rate of the double-layered soil and both the ratio of permeability coefficient from the lower to upper soil layers and the value of the interface parameter. Furthermore, it is observed that a lower compressibility coefficient ratio between the lower and upper soil layers, along with a reduced ratio of compression index to penetration index, both contribute to an increased consolidation rate within the context of double-layered soil. The one-dimensional nonlinear consolidation of double-layered soil is intricate, intertwined with the relative permeability and compressibility of soil layers, and the influence of nonlinear parameters and drainage boundary configuration. Integrating these factors is crucial for analyzing the consolidation traits of double-layered soil, leading to a more precise portrayal of the consolidation behavior of coastal soft soils.
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Metadata
- Type
- article
- Language
- en
- Landing Page
- https://doi.org/10.3390/app132111711
- https://www.mdpi.com/2076-3417/13/21/11711/pdf?version=1698308835
- OA Status
- gold
- Cited By
- 4
- References
- 26
- Related Works
- 10
- OpenAlex ID
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Raw OpenAlex JSON
- OpenAlex ID
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https://openalex.org/W4388203975Canonical identifier for this work in OpenAlex
- DOI
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https://doi.org/10.3390/app132111711Digital Object Identifier
- Title
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A One-Dimensional Nonlinear Consolidation Analysis of Double-Layered Soil with Continuous Drainage BoundaryWork title
- Type
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articleOpenAlex work type
- Language
-
enPrimary language
- Publication year
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2023Year of publication
- Publication date
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2023-10-26Full publication date if available
- Authors
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Yi Zhang, Yong Yin, Mengfan Zong, Wenbing Wu, Zhongling Zong, Guoxiong MeiList of authors in order
- Landing page
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https://doi.org/10.3390/app132111711Publisher landing page
- PDF URL
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https://www.mdpi.com/2076-3417/13/21/11711/pdf?version=1698308835Direct link to full text PDF
- Open access
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YesWhether a free full text is available
- OA status
-
goldOpen access status per OpenAlex
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https://www.mdpi.com/2076-3417/13/21/11711/pdf?version=1698308835Direct OA link when available
- Concepts
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Consolidation (business), Compressibility, Nonlinear system, Geotechnical engineering, Drainage, Soil water, Materials science, Geology, Soil science, Mechanics, Accounting, Physics, Ecology, Business, Quantum mechanics, BiologyTop concepts (fields/topics) attached by OpenAlex
- Cited by
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4Total citation count in OpenAlex
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2025: 2, 2024: 2Per-year citation counts (last 5 years)
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26Number of works referenced by this work
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10Other works algorithmically related by OpenAlex
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