Evaluation of the Lateral Load Response of Large-Diameter Flexible Single-Pile Foundations in Sand: A Novel p–y Curve ApproachSource: International Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 002::page 04025328-1Author:Tang, Hong Yu
,
Yi, Jiang Tao
,
Zhang, Yun Fei
,
Xia, Qian
,
Hu, Chao
,
Han, Xiao
,
Ran, Jing Nian
DOI: 10.1061/IJGNAI.GMENG-11186Publisher: American Society of Civil Engineers
Abstract: Abstract Current design practices for single piles in sandy soil often model the pile as a
series of beam elements connected to p–y curves to represent soil–pile interaction. However, standard p–y curves for sandy soil are primarily based on field test ...
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| contributor author | Tang, Hong Yu | |
| contributor author | Yi, Jiang Tao | |
| contributor author | Zhang, Yun Fei | |
| contributor author | Xia, Qian | |
| contributor author | Hu, Chao | |
| contributor author | Han, Xiao | |
| contributor author | Ran, Jing Nian | |
| date accessioned | 2026-08-20T11:20:38Z | |
| date available | 2026-08-20T11:20:38Z | |
| date copyright | 2025/11/17 | |
| date issued | 2026 | |
| identifier other | IJGNAI.GMENG-11186.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4312059 | |
| description abstract | Abstract Current design practices for single piles in sandy soil often model the pile as a series of beam elements connected to p–y curves to represent soil–pile interaction. However, standard p–y curves for sandy soil are primarily based on field test ... | |
| publisher | American Society of Civil Engineers | |
| title | Evaluation of the Lateral Load Response of Large-Diameter Flexible Single-Pile Foundations in Sand: A Novel p–y Curve Approach | |
| type | Journal Article | |
| journal volume | 26 | |
| journal issue | 2 | |
| journal title | International Journal of Geomechanics | |
| identifier doi | 10.1061/IJGNAI.GMENG-11186 | |
| journal fristpage | 04025328-1 | |
| journal lastpage | 04025328-18 | |
| page | 18 | |
| tree | International Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 002 | |
| contenttype | Fulltext |