Dynamic responses of saturated soft soil foundation under high-speed train load

Dynamic responses of saturated soft soil foundation under high-speed train load

Based on Biot's theory of porous media, this paper proposes a coupled vehicle-track-saturated foundation model to study the dynamic responses of saturated soft soil foundation under high-speed train load via two-and-half dimensional finite element method (2.5D FEM). It is found that the ratio...

Full description

Bibliographic Details
Main Authors: HU Jing, TANG Yue, ZHANG Jia-kang, DENG Tao
Format: Article
Language:English
Published: SCIENCE PRESS , 16 DONGHUANGCHENGGEN NORTH ST, BEIJING, PEOPLES R CHINA, 100717 2021-11-01
Series:Rock and Soil Mechanics
Subjects:
saturated soft soil foundation
high-speed train
2.5d fem
excess pore pressure
critical velocity
Online Access:http://rocksoilmech.whrsm.ac.cn/EN/10.16285/j.rsm.2021.5572

Internet

http://rocksoilmech.whrsm.ac.cn/EN/10.16285/j.rsm.2021.5572

Similar Items