Bearing performance of horizontally loaded pile foundations considering pile installation and consolidation effects
|更新时间:2025-03-31
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Bearing performance of horizontally loaded pile foundations considering pile installation and consolidation effects
“In the field of ocean engineering, experts use multi-stage Euler Lagrange finite element method to simulate the entire process of large-diameter steel pipe pile penetration, consolidation strengthening, and horizontal loading, providing solutions to solve the problems of pile sinking and consolidation effects.”
Journal of Civil and Environmental EngineeringPages: 1-11(2025)
作者机构:
1.青海省交通建设管理有限公司,西宁 810021
2.中铁十一局集团有限公司,武汉 430061
3.青海省交控建设工程集团有限公司,西宁 810021
4.晋城市住房和城乡建设局,山西 晋城 048000
5.重庆大学 土木工程学院, 重庆 400045
作者简介:
LIU Wuhao (1982- ), senior engineer, main research interests: geotechnical and tunnel engineering, E-mail: 52230040@qq.com.
YI Jiangtao (corresponding author), professor, doctorial supervisor, E-mail: yijt@foxmail.com.
基金信息:
Research Project of China Railway 11th Bureau Group Co., Ltd(ZT1102KJ2023-11);Natural Science Foundation of Chongqing(CSTB2022NSCQ-MSX1288)
LIU Wuhao,ZHANG Fujin,LI Hui,et al.Bearing performance of horizontally loaded pile foundations considering pile installation and consolidation effects[J].Journal of Civil and Environmental Engineering,
LIU Wuhao,ZHANG Fujin,LI Hui,et al.Bearing performance of horizontally loaded pile foundations considering pile installation and consolidation effects[J].Journal of Civil and Environmental Engineering,DOI:10.11835/j.issn.2096-6717.2025.010.
Bearing performance of horizontally loaded pile foundations considering pile installation and consolidation effects