| dc.contributor.author | Xia, Lei | |
| dc.contributor.author | Gong, Weiming | |
| dc.contributor.author | Dai, Guoliang | |
| dc.contributor.author | Chen, Kejian | |
| dc.contributor.author | Xie, Haiqing | |
| dc.contributor.author | Peng, Bo | |
| dc.contributor.author | Xu, Jiang | |
| dc.contributor.author | Li, Wenshuai | |
| dc.date.accessioned | 2026-08-20T21:05:41Z | |
| dc.date.available | 2026-08-20T21:05:41Z | |
| dc.date.copyright | 2026/01/30 | |
| dc.date.issued | 2026 | |
| dc.identifier.other | IJGNAI.GMENG-12675.pdf | |
| dc.identifier.uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4313940 | |
| dc.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 ... | |
| dc.publisher | American Society of Civil Engineers | |
| dc.title | A Method for Calculating Uphill Direction Lateral Response of Flexible Monopiles near the Slope Toe in Sand | |
| dc.type | Journal Article | |
| dc.journal.volume | 26 | |
| dc.journal.issue | 4 | |
| dc.journal.title | International Journal of Geomechanics | |
| dc.identifier.doi | 10.1061/IJGNAI.GMENG-12675 | |
| dc.journal.fristpage | 04026039-1 | |
| dc.journal.lastpage | 04026039-11 | |
| dc.page | 11 | |
| dc.tree | International Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 004 | |
| dc.contenttype | Fulltext | |
