Analytical solution for deformation behavior of ballastless track under uneven settlement of subgrade
Civil Engineering|更新时间:2025-11-14
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Analytical solution for deformation behavior of ballastless track under uneven settlement of subgrade
“In the field of ballastless track, experts have proposed an analytical method for track deformation that considers soil shear and interlayer voids, providing a solution to the problem of the influence of uneven settlement of the roadbed on the stress and deformation of the track.”
Journal of Civil and Environmental EngineeringVol. 47, Issue 2, Pages: 98-106(2025)
作者机构:
1.华东交通大学,土木建筑学院,南昌 330013
2.华东交通大学,轨道交通基础设施性能检测与保障国家重点实验室,南昌 330013
作者简介:
YAN Jianwei (1986- ), PhD, professor, doctorial supervisor, main research interest: nonlinear mechanics, E-mail: jianwei@mail.ustc.edu.cn.
基金信息:
National Natural Science Foundation of China(12072112);Natural Science Foundation of Jiangxi Province(20202ACBL214014);Science and Technology Project of Jiangxi Provincial Education Department(GJJ190332)
YAN Jianwei,ZHU Zhaoming,LIU Tianyu,et al.Analytical solution for deformation behavior of ballastless track under uneven settlement of subgrade[J].Journal of Civil and Environmental Engineering,2025,47(02):98-106.
YAN Jianwei,ZHU Zhaoming,LIU Tianyu,et al.Analytical solution for deformation behavior of ballastless track under uneven settlement of subgrade[J].Journal of Civil and Environmental Engineering,2025,47(02):98-106. DOI: 10.11835/j.issn.2096-6717.2023.008.
Analytical solution for deformation behavior of ballastless track under uneven settlement of subgrade