Simplified Analytical Method to Evaluate the Ultimate Uplift Capacity of Squeezed Branch Piles Validated by In Situ Full-Scale TestsSource: International Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 005::page 04026082-1Author:Fu, Yanbin
,
He, Zhenyuan
,
Zhang, Congming
,
Li, Luhua
,
Gao, Xing
,
Yelü, Gendi
,
Wang, Xiaoguang
,
Zhang, Ming
,
Guan, Jun
,
Wu, Ze
DOI: 10.1061/IJGNAI.GMENG-13120Publisher: American Society of Civil Engineers
Abstract: Abstract The deep soft clay layers typically exhibit low uplift skin friction in coastal reclamation
areas. Squeezed branch piles (SBPs) demonstrate a superior interlocking behavior with
the surrounding soil and enhance the uplift bearing capacity (UBC). ... Practical Applications This study proposes a simplified analytical method for calculating the uplift bearing
capacity (UBC) of branches and plates, providing a practical tool for analyzing and
designing squeezed branch piles. Existing approaches tend to ...
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| contributor author | Fu, Yanbin | |
| contributor author | He, Zhenyuan | |
| contributor author | Zhang, Congming | |
| contributor author | Li, Luhua | |
| contributor author | Gao, Xing | |
| contributor author | Yelü, Gendi | |
| contributor author | Wang, Xiaoguang | |
| contributor author | Zhang, Ming | |
| contributor author | Guan, Jun | |
| contributor author | Wu, Ze | |
| date accessioned | 2026-08-20T21:10:17Z | |
| date available | 2026-08-20T21:10:17Z | |
| date copyright | 2026/03/12 | |
| date issued | 2026 | |
| identifier other | IJGNAI.GMENG-13120.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4314059 | |
| description abstract | Abstract The deep soft clay layers typically exhibit low uplift skin friction in coastal reclamation areas. Squeezed branch piles (SBPs) demonstrate a superior interlocking behavior with the surrounding soil and enhance the uplift bearing capacity (UBC). ... Practical Applications This study proposes a simplified analytical method for calculating the uplift bearing capacity (UBC) of branches and plates, providing a practical tool for analyzing and designing squeezed branch piles. Existing approaches tend to ... | |
| publisher | American Society of Civil Engineers | |
| title | Simplified Analytical Method to Evaluate the Ultimate Uplift Capacity of Squeezed Branch Piles Validated by In Situ Full-Scale Tests | |
| type | Journal Article | |
| journal volume | 26 | |
| journal issue | 5 | |
| journal title | International Journal of Geomechanics | |
| identifier doi | 10.1061/IJGNAI.GMENG-13120 | |
| journal fristpage | 04026082-1 | |
| journal lastpage | 04026082-9 | |
| page | 9 | |
| tree | International Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 005 | |
| contenttype | Fulltext |