Numerical simulation for vibration-induced settlement and permanent deformation accumulation in permafrost subgrades of the Qinghai-Tibet Railway

Author:

Tang Chen-xuan,Zhu Zhan-yuan,Ma Yong,Yao Zhi,Tan Qiu-tong,Liu Zheng-yu,Xu Jiao,Zheng Si-cheng

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference50 articles.

1. Design of ballasted railway track foundations using numerical modelling. Part I: Development;Abu Sayeed;Can. Geotech. J.,2018

2. Analytical forecasting of long-term railway track settlement;Charoenwong;Comput. Geotech.,2022

3. New Model for Predicting Permanent Strain of Granular Materials in Embankment Subjected to Low Cyclic Loadings;Chen;J. Geotech. Geoenviron. Eng.,2020

4. Analysis of cumulative plastic deformation of Qinghai-Tibet Railway subgrade under repeated train loading in permafrost regions;Chen;J. Railway Sci. Eng.,2018

5. Discussion on applying an analytical method to optimize the anti-freeze design parameters for underground water pipelines in seasonally frozen areas;Chen;Sci. Cold Arid Reg.,2016

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