Research on crack propagation of CRTS III track slabs under train load
Author:
Funder
National Natural Science Foundation of China
Natural Science Foundation of Hunan Province
Publisher
Elsevier BV
Reference43 articles.
1. Slab track: Review of existing systems and optimization potentials including very high speed;Gautier;Constr. Build. Mater.,2015
2. Predicting the cracking behavior of early-age concrete in CRTS III track;Zhang;Constr. Build. Mater.,2022
3. Influence of bubble defects on the bonding performance of the interlayer interface of the CRTS III slab ballastless track structure;Jiang;Constr. Build. Mater.,2021
4. Sealed-space-filling SCC: A special SCC applied in high-speed rail of China;Yuan;Constr. Build. Mater.,2016
5. Fatigue performance of CRTS III slab ballastless track structure under high-speed train load based on concrete fatigue damage constitutive law;Yu;J. Adv. Concr. Technol.,2018
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1. Consideration of the effects of frost heave force and train loads on the cracks and propagation pattern of ballastless track slabs in cold regions;Cold Regions Science and Technology;2024-08
2. Analysis of Early-Age Cracking of Track Slab and Temperature and Humidity Gradient Loading Based on Machine Learning (Ml);2024
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