| INORGANIC MATERIALS AND CERAMIC MATRIX COMPOSITES |
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| Research Progress of CA Mortar Viscoelasticity for Slab Ballastless Track of High-speed Railway |
| XU Hao1,*, ZHOU Shuangxi1, ZHANG Haodong2, ZENG Xiaohui3
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1 School of Intelligent Transportation and Engineering, Guangzhou Maritime University, Guangzhou 510725, China
2 School of Civil Engineering and Architecture, East China Jiaotong University, Nanchang 330000, China
3 School of Civil Engineering, Central South University, Changsha 410075, China |
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Abstract Cement emulsified asphalt mortar (CA mortar) is one of the key engineering materials for CRTSⅠand CRTSⅡslab ballastless track on high-speed railway, which plays the functions of adjustment, support, load transfer, vibration reduction and absorption. Due to the presence of emulsified asphalt in CA mortar, its mechanical properties exhibit significant viscoelasticity characteristics. The current research status of CA mortar in viscoelasticity experiments, viscoelasticity constitutive models, and viscoelasticity numerical simulations are reviewed, and the shortcomings in research of CA mortar viscoelasticity are pointed out. Combined with the service environment of CA mortar, the main research directions of CA mortar in the future are discussed from the perspectives of viscoelasticity test under different mix proportions and different influencing factors, viscoelasticity damage test and mechanism, viscoelasticity damage model and its simulation of CA mortar, so as to provide support for the design optimization, service life prediction and maintenance of CA mortar for high-speed railway slab ballastless track.
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Published: 25 October 2024
Online: 2024-11-05
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| Fund:Guangdong Basic and Applied Basic Research Foundation(2023A1515110398), the Young Elite Scientists Sponsorship Program by CAST (2019QNRC001), Guangdong Province Key Construction Discipline Research Capacity Enhancement Project (2022ZDJS095), and National Natural Science Foundation of China (51208431). |
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