Influence of the strain rate on the dynamic damage of cement-asphalt mortar in prefabricated slab tracks

2021 ◽  
Vol 299 ◽  
pp. 123944
Author(s):  
Juanjuan Ren ◽  
Wenlong Ye ◽  
Shijie Deng ◽  
Wei Du ◽  
Kaiyao Zhang
2022 ◽  
Vol 165 ◽  
pp. 104185
Author(s):  
Zhongpeng Qi ◽  
Liu He ◽  
Fang Wang ◽  
Jin Wang ◽  
Junliang Cheng ◽  
...  

2011 ◽  
Vol 23 (9) ◽  
pp. 1353-1359 ◽  
Author(s):  
Wang Qiang ◽  
Yan Peiyu ◽  
A. Ruhan ◽  
Yang Jinbo ◽  
Kong Xiangming

2019 ◽  
Vol 271 ◽  
pp. 03002
Author(s):  
Tri Ho Minh Le ◽  
Dae-Wook Park ◽  
Jung-Woo Seo

The long-term operation of high-speed railway leads to remarkable issues in ballast mechanical degradation and track irregularity. Particularly, in mainline of rail structure, the required time for ballast layer maintenance is strictly short. To systematically cope with this problem, a comprehensive study was proposed to develop a new cement asphalt mortar (CAM) stabilized ballast method. This solution is expected to improve the ballast structural durability with fast application time. However, the engineer properties of CAM paste with different level of initial mixing water as well as the influencing mechanisms are not clearly understood. In this work, the effects of initial mixing water and emulsifier on the mechanical performance of CAM are mainly discussed. The characteristics of the mortar were determined by conducting the flowability test, mixing stability test, and unconfined compressive strength (UCS) test. The test results revealed that the initial mixing water plays an important role in both fresh and hardened stage of CAM, especially the demulsification process of asphalt emulsion. Meanwhile, the emulsifier imposed a critical effect on the strength development of CAM mixture.


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