首页|期刊导航|现代交通学报（英文版）|Theoretical analysis on ground vibration attenuation using sub-track asphalt layer in high-speed rails

Theoretical analysis on ground vibration attenuation using sub-track asphalt layer in high-speed rails

Mingjing Fang Sergio Fernández Cerdas

现代交通学报（英文版）2015，Vol.23Issue(3)：214-219,6.

现代交通学报（英文版）2015，Vol.23Issue(3)：214-219,6.DOI:10.1007/s40534-015-0081-3

Theoretical analysis on ground vibration attenuation using sub-track asphalt layer in high-speed rails

Mingjing Fang ¹Sergio Fernández Cerdas²

作者信息

1. Department of Road & Bridge Engineering, School of Transportation, Wuhan University of Technology (WUT), 1040 Heping Ave, Wuchang District, Wuhan 430063, Hubei, People's Republic of China
2. Faculty of Costa Rica Institute of Technology, Cartago, Costa Rica
折叠

摘要

关键词

High-speed railway/Substructure/Trackbed/Asphalt mix/Ground vibration attenuation/Mechanism analysis

Key words

High-speed railway/Substructure/Trackbed/Asphalt mix/Ground vibration attenuation/Mechanism analysis

引用本文复制引用

Mingjing Fang,Sergio Fernández Cerdas..Theoretical analysis on ground vibration attenuation using sub-track asphalt layer in high-speed rails[J].现代交通学报（英文版）,2015,23(3):214-219,6.

基金项目

This research was jointly supported by National Natural Science Foundation of China (No.51308429) and the Fundamental Research Funds for the Central University (WUT: 2013-Ⅳ-067) and Opening Funds for Highway Engineering Key Laboratory of Sichuan Province (No.LHTE004201304). （No.51308429）

现代交通学报（英文版）

ISSN：2662-4745

访问量0

下载量0

段落导航