Numerical Analysis of Passive Piles under Surcharge Load in Extensively Deep Soft Soil Article Swipe
Meixiang Gu
,
Xiaocong Cai
,
Qiang Fu
,
Haibo Li
,
Xi Wang
,
Binbing Mao
·
YOU?
·
· 2022
· Open Access
·
· DOI: https://doi.org/10.3390/buildings12111988
YOU?
·
· 2022
· Open Access
·
· DOI: https://doi.org/10.3390/buildings12111988
The three-dimensional finite difference method was used in this study to analyze the deformation and stresses of a passive pile under surcharge load in extensively deep soft soil. A three-dimensional numerical model was proposed and verified by a field test. The horizontal displacements of the pile agreed well with the field results. This study investigated the pile-foundation soil interaction, the load transfer mechanism, the excess pore water pressure (EPWP), and the horizontal resistance of the foundation soil. The results show that the soil in the corner of the loading area developed a large uplift deformation, while the center of the loading area developed a large settlement. The lateral displacement of the pile decreased sharply with the increase of the depth and increased with the surcharge load. The lateral displacement of the soil was negligible when the depth exceeded 30 m. The EPWP increased in a nonlinear way with the increase of the surcharge load and accumulated with the placement of the new lift. The distribution of the lateral earth pressure in the shallow soil layer was complex, and the negative value was observed under a high surcharge load due to the suction effect. The proportion coefficient of the horizontal resistance coefficient showed much smaller value in the situation of large lateral deformation and high surcharge load. The design code overestimated the horizontal resistance of the shallow foundation soil, which should be given attention for the design and analysis of the laterally loaded structures in extensively soft soil.
Related Topics
Concepts
Pile
Geotechnical engineering
Lateral earth pressure
Foundation (evidence)
Deformation (meteorology)
Settlement (finance)
Geology
Displacement (psychology)
Pore water pressure
Suction
Vertical displacement
Structural load
Lift (data mining)
Displacement field
Finite element method
Structural engineering
Engineering
Mechanical engineering
Archaeology
Computer science
History
Psychology
World Wide Web
Oceanography
Psychotherapist
Payment
Data mining
Metadata
- Type
- article
- Language
- en
- Landing Page
- https://doi.org/10.3390/buildings12111988
- https://www.mdpi.com/2075-5309/12/11/1988/pdf?version=1668592023
- OA Status
- gold
- Cited By
- 42
- References
- 40
- Related Works
- 10
- OpenAlex ID
- https://openalex.org/W4309172720
All OpenAlex metadata
Raw OpenAlex JSON
- OpenAlex ID
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https://openalex.org/W4309172720Canonical identifier for this work in OpenAlex
- DOI
-
https://doi.org/10.3390/buildings12111988Digital Object Identifier
- Title
-
Numerical Analysis of Passive Piles under Surcharge Load in Extensively Deep Soft SoilWork title
- Type
-
articleOpenAlex work type
- Language
-
enPrimary language
- Publication year
-
2022Year of publication
- Publication date
-
2022-11-16Full publication date if available
- Authors
-
Meixiang Gu, Xiaocong Cai, Qiang Fu, Haibo Li, Xi Wang, Binbing MaoList of authors in order
- Landing page
-
https://doi.org/10.3390/buildings12111988Publisher landing page
- PDF URL
-
https://www.mdpi.com/2075-5309/12/11/1988/pdf?version=1668592023Direct link to full text PDF
- Open access
-
YesWhether a free full text is available
- OA status
-
goldOpen access status per OpenAlex
- OA URL
-
https://www.mdpi.com/2075-5309/12/11/1988/pdf?version=1668592023Direct OA link when available
- Concepts
-
Pile, Geotechnical engineering, Lateral earth pressure, Foundation (evidence), Deformation (meteorology), Settlement (finance), Geology, Displacement (psychology), Pore water pressure, Suction, Vertical displacement, Structural load, Lift (data mining), Displacement field, Finite element method, Structural engineering, Engineering, Mechanical engineering, Archaeology, Computer science, History, Psychology, World Wide Web, Oceanography, Psychotherapist, Payment, Data miningTop concepts (fields/topics) attached by OpenAlex
- Cited by
-
42Total citation count in OpenAlex
- Citations by year (recent)
-
2025: 5, 2024: 5, 2023: 26, 2022: 6Per-year citation counts (last 5 years)
- References (count)
-
40Number of works referenced by this work
- Related works (count)
-
10Other works algorithmically related by OpenAlex
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