Damping ratio characteristics and simplified calculation method of soft clay under metro operation cyclic loading
Civil Engineering|更新时间:2024-07-16
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Damping ratio characteristics and simplified calculation method of soft clay under metro operation cyclic loading
“In the field of soil dynamic analysis, new progress has been made in the study of damping ratio of silty clay in the Yangtze River floodplain in Nanjing. Experts have explored the characteristics of damping ratio changes through dynamic triaxial tests, providing practical calculation methods for soil dynamic analysis.”
Journal of Civil and Environmental EngineeringVol. 46, Issue 5, Pages: 204-210(2024)
作者机构:
1.东南大学 交通学院,南京 211189
2.华设设计集团,南京 210014
3.南京工业大学 交通运输工程学院,南京 211816
4.北京中煤矿山工程有限公司,北京 100013
作者简介:
WEI Zihang (1997- ), main research interest: dynamic characteristics of foundation, E-mail: 220194495@seu.edu.cn.
DENG Yongfeng (corresponding author), professor, doctorial supervisor, E-mail: noden@seu.edu.cn.
基金信息:
National Natural Science Foundation of China (NSFC)(51378117)
WEI Zihang,ZHU Yihuan,WANG Tao,et al.Damping ratio characteristics and simplified calculation method of soft clay under metro operation cyclic loading[J].Journal of Civil and Environmental Engineering,2024,46(05):204-210.
WEI Zihang,ZHU Yihuan,WANG Tao,et al.Damping ratio characteristics and simplified calculation method of soft clay under metro operation cyclic loading[J].Journal of Civil and Environmental Engineering,2024,46(05):204-210. DOI: 10.11835/j.issn.2096-6717.2022.073.
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