Model tests on dynamic response of ballastless track X-shaped pile-raft foundation under long-term train loads

被引：0
|
作者：
Sun, Guang-Chao [1 ,2 ]
Li, Jian-Lin [1 ]
Kong, Gang-Qiang [1 ,3 ]
Luo, Ya [2 ]
Wang, Le-Hua [1 ]
Deng, Hua-Feng [1 ]
机构：
[1] Key Laboratory of Geological Hazards in Three Gorges Reservoir Area, China Three Gorges University, Yichang,443002, China
[2] Bureau of Public Works of Longgang District, Shenzhen,518100, China
[3] Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing,210098, China
来源：
Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering | 2022年 / 5卷 / 961-969期
关键词：
Compilation and indexing terms; Copyright 2025 Elsevier Inc;
D O I：
暂无
中图分类号：
学科分类号：
摘要：
Stress analysis - Axial flow - Friction - Foundations - Geotechnical engineering
引用
收藏
页码：961 / 969
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