Study on Creep-consolidation Coupling Characteristics of Soil of Deep Foundation Pits in Soft Clay Regions Article Swipe
Yan Wang
,
Fei Zhang
,
Yasi Wang
·
YOU?
·
· 2019
· Open Access
·
· DOI: https://doi.org/10.1088/1742-6596/1168/2/022061
YOU?
·
· 2019
· Open Access
·
· DOI: https://doi.org/10.1088/1742-6596/1168/2/022061
This paper starts from the mechanism of the coupled effect of consolidation and creep of soft soil, regarding the effect of time, adopting time hardening and Druker-Prager yield criterion coupled creep model, studies the variation law of the excess pore water pressure of soil with time after foundation pit excavation through numerical simulation. The results show that unloading of foundation pit excavation will produce negative excess pore water pressure in the pit bottom and surrounding soil, and the maximum pore water pressure (absolute value) will occur in the center of the foundation pit; after the the excavation completion of the foundation pit, the pore water pressure is continuously dissipated, and the pore pressure of the soil before the pit is dissipated faster, while the soil behind the pit is relatively slow. The excess pore water pressure after dissipation is basically the same as the ultra-static pore pressure when the excavation is completed; due to the impermeability of the underground continuous wall, the pore pressure boundary is very complicated, resulting in a sudden change of the excess pore water pressure behind the wall front wall.
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Metadata
- Type
- article
- Language
- en
- Landing Page
- https://doi.org/10.1088/1742-6596/1168/2/022061
- https://iopscience.iop.org/article/10.1088/1742-6596/1168/2/022061/pdf
- OA Status
- diamond
- Cited By
- 1
- Related Works
- 10
- OpenAlex ID
- https://openalex.org/W2920991984
All OpenAlex metadata
Raw OpenAlex JSON
- OpenAlex ID
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https://openalex.org/W2920991984Canonical identifier for this work in OpenAlex
- DOI
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https://doi.org/10.1088/1742-6596/1168/2/022061Digital Object Identifier
- Title
-
Study on Creep-consolidation Coupling Characteristics of Soil of Deep Foundation Pits in Soft Clay RegionsWork title
- Type
-
articleOpenAlex work type
- Language
-
enPrimary language
- Publication year
-
2019Year of publication
- Publication date
-
2019-02-01Full publication date if available
- Authors
-
Yan Wang, Fei Zhang, Yasi WangList of authors in order
- Landing page
-
https://doi.org/10.1088/1742-6596/1168/2/022061Publisher landing page
- PDF URL
-
https://iopscience.iop.org/article/10.1088/1742-6596/1168/2/022061/pdfDirect link to full text PDF
- Open access
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YesWhether a free full text is available
- OA status
-
diamondOpen access status per OpenAlex
- OA URL
-
https://iopscience.iop.org/article/10.1088/1742-6596/1168/2/022061/pdfDirect OA link when available
- Concepts
-
Pore water pressure, Consolidation (business), Geotechnical engineering, Excavation, Creep, Foundation (evidence), Dissipation, Geology, Materials science, Composite material, Thermodynamics, Archaeology, Business, History, Accounting, PhysicsTop concepts (fields/topics) attached by OpenAlex
- Cited by
-
1Total citation count in OpenAlex
- Citations by year (recent)
-
2023: 1Per-year citation counts (last 5 years)
- Related works (count)
-
10Other works algorithmically related by OpenAlex
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| abstract_inverted_index.results | 54 |
| abstract_inverted_index.studies | 32 |
| abstract_inverted_index.through | 50 |
| abstract_inverted_index.adopting | 22 |
| abstract_inverted_index.boundary | 164 |
| abstract_inverted_index.negative | 64 |
| abstract_inverted_index.pressure | 41, 68, 81, 105, 112, 135, 146, 163, 178 |
| abstract_inverted_index.(absolute | 82 |
| abstract_inverted_index.basically | 139 |
| abstract_inverted_index.criterion | 28 |
| abstract_inverted_index.hardening | 24 |
| abstract_inverted_index.mechanism | 5 |
| abstract_inverted_index.numerical | 51 |
| abstract_inverted_index.regarding | 17 |
| abstract_inverted_index.resulting | 168 |
| abstract_inverted_index.unloading | 57 |
| abstract_inverted_index.variation | 34 |
| abstract_inverted_index.completed; | 151 |
| abstract_inverted_index.completion | 97 |
| abstract_inverted_index.continuous | 159 |
| abstract_inverted_index.dissipated | 120 |
| abstract_inverted_index.excavation | 49, 61, 96, 149 |
| abstract_inverted_index.foundation | 47, 59, 91, 100 |
| abstract_inverted_index.relatively | 129 |
| abstract_inverted_index.dissipated, | 108 |
| abstract_inverted_index.dissipation | 137 |
| abstract_inverted_index.simulation. | 52 |
| abstract_inverted_index.surrounding | 74 |
| abstract_inverted_index.underground | 158 |
| abstract_inverted_index.complicated, | 167 |
| abstract_inverted_index.continuously | 107 |
| abstract_inverted_index.ultra-static | 144 |
| abstract_inverted_index.Druker-Prager | 26 |
| abstract_inverted_index.consolidation | 11 |
| abstract_inverted_index.impermeability | 155 |
| cited_by_percentile_year.max | 94 |
| cited_by_percentile_year.min | 89 |
| countries_distinct_count | 1 |
| institutions_distinct_count | 3 |
| sustainable_development_goals[0].id | https://metadata.un.org/sdg/15 |
| sustainable_development_goals[0].score | 0.5199999809265137 |
| sustainable_development_goals[0].display_name | Life in Land |
| citation_normalized_percentile.value | 0.04773869 |
| citation_normalized_percentile.is_in_top_1_percent | False |
| citation_normalized_percentile.is_in_top_10_percent | False |