A Method for Calculating Uphill Direction Lateral Response of Flexible Monopiles near the Slope Toe in SandSource: International Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 004::page 04026039-1Author:Xia, Lei
,
Gong, Weiming
,
Dai, Guoliang
,
Chen, Kejian
,
Xie, Haiqing
,
Peng, Bo
,
Xu, Jiang
,
Li, Wenshuai
DOI: 10.1061/IJGNAI.GMENG-12675Publisher: American Society of Civil Engineers
Abstract: Abstract Deck arch bridges are a suitable structural solution for spanning V-shaped valleys.
Pile foundations at arch seats of these bridges are typically subjected to lateral
loads in the uphill direction, demonstrating distinct load-bearing ...
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| contributor author | Xia, Lei | |
| contributor author | Gong, Weiming | |
| contributor author | Dai, Guoliang | |
| contributor author | Chen, Kejian | |
| contributor author | Xie, Haiqing | |
| contributor author | Peng, Bo | |
| contributor author | Xu, Jiang | |
| contributor author | Li, Wenshuai | |
| date accessioned | 2026-08-20T21:05:41Z | |
| date available | 2026-08-20T21:05:41Z | |
| date copyright | 2026/01/30 | |
| date issued | 2026 | |
| identifier other | IJGNAI.GMENG-12675.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4313940 | |
| description abstract | Abstract Deck arch bridges are a suitable structural solution for spanning V-shaped valleys. Pile foundations at arch seats of these bridges are typically subjected to lateral loads in the uphill direction, demonstrating distinct load-bearing ... | |
| publisher | American Society of Civil Engineers | |
| title | A Method for Calculating Uphill Direction Lateral Response of Flexible Monopiles near the Slope Toe in Sand | |
| type | Journal Article | |
| journal volume | 26 | |
| journal issue | 4 | |
| journal title | International Journal of Geomechanics | |
| identifier doi | 10.1061/IJGNAI.GMENG-12675 | |
| journal fristpage | 04026039-1 | |
| journal lastpage | 04026039-11 | |
| page | 11 | |
| tree | International Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 004 | |
| contenttype | Fulltext |