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：

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

页码：961 / 969

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