Finite Element Analysis on the Behavior of Solidified Soil Embankments on Piled Foundations under Dynamic Traffic Loads Article Swipe
YOU?
·
· 2024
· Open Access
·
· DOI: https://doi.org/10.3390/app14114464
Most research conducted so far has primarily focused on pile-supported gravel embankments. The ability of solidified soil used as an embankment filling material has been verified, and a clear view on the performance of solidified soil embankments on piled foundations is rather limited. The three-dimensional unit cell models of pile-supported embankments are conducted to investigate the performance of solidified soil embankments in comparison to gravel embankments under static and dynamic loads. Then, a systematic parametric analysis is performed to investigate the effects of various factors, including the cohesion and friction of solidified soil, the velocity and wheel load of vehicles, the pile spacing, the height of embankments. The results show that, compared with the results of gravel embankments, the heights of the outer soil arch plane in solidified soil embankments reduces under static and dynamic loads, and the piles bear more load. In addition, the total settlements of solidified soil embankments decrease with increasing cohesions, and there is an economical cohesion of 25 kPa. The vehicle wheel load, pile spacing, and the height of embankment significantly influence the load transfer mechanism and total settlement of solidified soil embankment, while the friction angles and velocities have little effect on the total settlements and vertical stress. The relationship between the soil arch height and various parameters in solidified soil embankments is established by multiple regression analysis. This investigation highlights the advantage of solidified soil in reducing total settlement and provides an insightful understanding of the load transfer mechanism of solidified soil embankment on piled foundation.
Related Topics
- Type
- article
- Language
- en
- Landing Page
- https://doi.org/10.3390/app14114464
- https://www.mdpi.com/2076-3417/14/11/4464/pdf?version=1716474942
- OA Status
- gold
- Cited By
- 2
- References
- 40
- Related Works
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- OpenAlex ID
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Raw OpenAlex JSON
- OpenAlex ID
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https://openalex.org/W4398251405Canonical identifier for this work in OpenAlex
- DOI
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https://doi.org/10.3390/app14114464Digital Object Identifier
- Title
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Finite Element Analysis on the Behavior of Solidified Soil Embankments on Piled Foundations under Dynamic Traffic LoadsWork title
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articleOpenAlex work type
- Language
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enPrimary language
- Publication year
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2024Year of publication
- Publication date
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2024-05-23Full publication date if available
- Authors
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Qianqian Guo, Bingyi Li, Zi Ye, Jie XuList of authors in order
- Landing page
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https://doi.org/10.3390/app14114464Publisher landing page
- PDF URL
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https://www.mdpi.com/2076-3417/14/11/4464/pdf?version=1716474942Direct link to full text PDF
- Open access
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YesWhether a free full text is available
- OA status
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goldOpen access status per OpenAlex
- OA URL
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https://www.mdpi.com/2076-3417/14/11/4464/pdf?version=1716474942Direct OA link when available
- Concepts
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Geotechnical engineering, Levee, Pile, Cohesion (chemistry), Settlement (finance), Geology, Environmental science, Engineering, Organic chemistry, Chemistry, World Wide Web, Computer science, PaymentTop concepts (fields/topics) attached by OpenAlex
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2Total citation count in OpenAlex
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2025: 2Per-year citation counts (last 5 years)
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40Number of works referenced by this work
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10Other works algorithmically related by OpenAlex
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