Experimental study on vertical loading model of single pile and group pile in sandy soil under scouring conditions
|更新时间:2025-09-18
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Experimental study on vertical loading model of single pile and group pile in sandy soil under scouring conditions
“In the field of marine and hydraulic construction, experts have explored the vertical bearing characteristics of pile foundations under scouring conditions through model tests, providing new ideas for pile foundation design.”
Journal of Civil and Environmental EngineeringPages: 1-11(2025)
作者机构:
1.重庆大学 土木工程学院;山地城镇建设与新技术教育部重点实验室,重庆 400045
2.湖南科技大学 土木工程学院,湖南 湘潭 411201
3.河海大学 土木工程学院,南京 210024
4.中国十七冶集团有限公司,安徽 马鞍山 243000
5.上海工程技术大学 城市轨道交通学院,上海 201620
6.重庆高速公路集团有限公司,重庆 401121
作者简介:
brief: XI Wang(1997- ), master student, main research interest: scour of pile foundations, E-mail: xiw516@qq.com.
XI Wang,ZHOU Hang,WANG Zengliang,et al.Experimental study on vertical loading model of single pile and group pile in sandy soil under scouring conditions[J].Journal of Civil and Environmental Engineering,
XI Wang,ZHOU Hang,WANG Zengliang,et al.Experimental study on vertical loading model of single pile and group pile in sandy soil under scouring conditions[J].Journal of Civil and Environmental Engineering,DOI:10.11835/j.issn.2096-6717.2025.087.
Experimental study on vertical loading model of single pile and group pile in sandy soil under scouring conditions