Dynamic stress response in a novel prestressed subgrade under heavy-haul train loading: A numerical analysis

Author:

Zhang Qishu,Dong Junli,Leng Wuming,Zhang Cong,Wen Changping,Zhou Zhenhua

Funder

Natural Science Foundation of Hunan Province

National Natural Science Foundation of China

China Postdoctoral Science Foundation

Publisher

Elsevier BV

Reference70 articles.

1. A new type of prestressed embankment structure and its properties;Leng;J. China Railw. Soc.,2016

2. Additional stress in soil embankment subjected to a new prestressed reinforcement device;Zhang;J. Civ. Eng. Manag,2019

3. analytical model of the additional confining stress in a prestress-reinforced embankment;Xu;Smart Struct. Syst.,2023

4. Stability analysis method for a prestressed railway embankment considering the additional stresses propagation effect;Zhang;Lithos -US,2022

5. Numerical research on the prestressed reinforcement technology of railway embankment;Leng;J. Railw. Eng. Soc.,2020

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