A Novel Calculate Model of Shear Deformation and Relative Displacement of Pile–Soil Interface in Warm Frozen Soil Foundation
In permafrost regions with warm frozen soil, the pile foundation is commonly used, but most currently available models for the WFS foundation pile–soil system are either highly empirical or overcomplicated, without a simplified theoretical manner in engineering. This study derives a novel and simpli...
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MDPI AG
2024
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Online Access: | https://doi.org/10.3390/buildings14051459 https://doaj.org/article/f99bbe4f95614578bd6078107539883d |
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ftdoajarticles:oai:doaj.org/article:f99bbe4f95614578bd6078107539883d 2024-09-15T18:30:04+00:00 A Novel Calculate Model of Shear Deformation and Relative Displacement of Pile–Soil Interface in Warm Frozen Soil Foundation Gaochen Sun Lijun Gu Long Li Yufan Huo Zhengzhong Wang Hongzu Dang 2024-05-01T00:00:00Z https://doi.org/10.3390/buildings14051459 https://doaj.org/article/f99bbe4f95614578bd6078107539883d EN eng MDPI AG https://www.mdpi.com/2075-5309/14/5/1459 https://doaj.org/toc/2075-5309 doi:10.3390/buildings14051459 2075-5309 https://doaj.org/article/f99bbe4f95614578bd6078107539883d Buildings, Vol 14, Iss 5, p 1459 (2024) warm frozen soil pile foundation shear displacement method load transfer theory Building construction TH1-9745 article 2024 ftdoajarticles https://doi.org/10.3390/buildings14051459 2024-08-05T17:49:20Z In permafrost regions with warm frozen soil, the pile foundation is commonly used, but most currently available models for the WFS foundation pile–soil system are either highly empirical or overcomplicated, without a simplified theoretical manner in engineering. This study derives a novel and simplified calculated model of the WFS pile–soil system. The model is formulated in terms of the shear deformation theory and load transfer method based on the rigorous deformation mechanism of the WFS foundation soil around the pile. Considering the different depth soil features and the equilibrium state of the pile–soil system, dividing warm frozen soil foundation into three regions (TPPR, ER, and BPPR) to calculate the D p and D s can simply obtain the total displacement of pile under different loads. The results demonstrate that the present theoretical model can well predict the WFS foundation load–displacement response of the pile. The present model provides a simple, practical, and effective approach for the estimation of the load–displacement behavior of piles installed in the WFS foundation. Article in Journal/Newspaper permafrost Directory of Open Access Journals: DOAJ Articles Buildings 14 5 1459 |
institution |
Open Polar |
collection |
Directory of Open Access Journals: DOAJ Articles |
op_collection_id |
ftdoajarticles |
language |
English |
topic |
warm frozen soil pile foundation shear displacement method load transfer theory Building construction TH1-9745 |
spellingShingle |
warm frozen soil pile foundation shear displacement method load transfer theory Building construction TH1-9745 Gaochen Sun Lijun Gu Long Li Yufan Huo Zhengzhong Wang Hongzu Dang A Novel Calculate Model of Shear Deformation and Relative Displacement of Pile–Soil Interface in Warm Frozen Soil Foundation |
topic_facet |
warm frozen soil pile foundation shear displacement method load transfer theory Building construction TH1-9745 |
description |
In permafrost regions with warm frozen soil, the pile foundation is commonly used, but most currently available models for the WFS foundation pile–soil system are either highly empirical or overcomplicated, without a simplified theoretical manner in engineering. This study derives a novel and simplified calculated model of the WFS pile–soil system. The model is formulated in terms of the shear deformation theory and load transfer method based on the rigorous deformation mechanism of the WFS foundation soil around the pile. Considering the different depth soil features and the equilibrium state of the pile–soil system, dividing warm frozen soil foundation into three regions (TPPR, ER, and BPPR) to calculate the D p and D s can simply obtain the total displacement of pile under different loads. The results demonstrate that the present theoretical model can well predict the WFS foundation load–displacement response of the pile. The present model provides a simple, practical, and effective approach for the estimation of the load–displacement behavior of piles installed in the WFS foundation. |
format |
Article in Journal/Newspaper |
author |
Gaochen Sun Lijun Gu Long Li Yufan Huo Zhengzhong Wang Hongzu Dang |
author_facet |
Gaochen Sun Lijun Gu Long Li Yufan Huo Zhengzhong Wang Hongzu Dang |
author_sort |
Gaochen Sun |
title |
A Novel Calculate Model of Shear Deformation and Relative Displacement of Pile–Soil Interface in Warm Frozen Soil Foundation |
title_short |
A Novel Calculate Model of Shear Deformation and Relative Displacement of Pile–Soil Interface in Warm Frozen Soil Foundation |
title_full |
A Novel Calculate Model of Shear Deformation and Relative Displacement of Pile–Soil Interface in Warm Frozen Soil Foundation |
title_fullStr |
A Novel Calculate Model of Shear Deformation and Relative Displacement of Pile–Soil Interface in Warm Frozen Soil Foundation |
title_full_unstemmed |
A Novel Calculate Model of Shear Deformation and Relative Displacement of Pile–Soil Interface in Warm Frozen Soil Foundation |
title_sort |
novel calculate model of shear deformation and relative displacement of pile–soil interface in warm frozen soil foundation |
publisher |
MDPI AG |
publishDate |
2024 |
url |
https://doi.org/10.3390/buildings14051459 https://doaj.org/article/f99bbe4f95614578bd6078107539883d |
genre |
permafrost |
genre_facet |
permafrost |
op_source |
Buildings, Vol 14, Iss 5, p 1459 (2024) |
op_relation |
https://www.mdpi.com/2075-5309/14/5/1459 https://doaj.org/toc/2075-5309 doi:10.3390/buildings14051459 2075-5309 https://doaj.org/article/f99bbe4f95614578bd6078107539883d |
op_doi |
https://doi.org/10.3390/buildings14051459 |
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Buildings |
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14 |
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5 |
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1459 |
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1810471561226878976 |