Dynamic response of a permafrost railway subgrade with 3D train-track-subgrade-ground model simulations-Reference-Cited by-同舟云学术

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Dynamic response of a permafrost railway subgrade with 3D train-track-subgrade-ground model simulations

Published:2024-09 Issue: Volume:225 Page:104265
ISSN:0165-232X
Container-title:Cold Regions Science and Technology
language:en
Short-container-title:Cold Regions Science and Technology

Author:

Tang Chen-xuan,Zhu Zhan-yuan,Ma Yong,Luo Fei,Zheng Si-cheng,Yao Zhi,Zhu Yuan-yao,Zou Zu-yin,Guo Zi-hong

Publisher

Elsevier BV

Reference46 articles.

1. Geomechanical modelling of railroad ballast: a review;Alabbasi;Arch. Comput. Method,2019

2. Numerical analysis of soil vibrations due to trains moving at critical speed;Bian;Acta Geotech.,2016

3. Analysing the effect of principal stress rotation on railway track settlement by discrete element method;Bian;Geotechnique,2020

4. Characteristics of dynamic response of the active layer beneath embankment in permafrost regions along the Qinghai-Tibet Railroad;Chen;Cold Reg. Sci. Technol.,2014

5. Application of the roadbed cooling approach in Qinghai-Tibet railway engineering;Cheng;Cold Reg. Sci. Technol.,2008

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