The Effect of Slab Track on Wheel/Rail Rolling Noise in High Speed Railway

2014 ◽  
Vol 20 (4) ◽  
pp. 575-585 ◽  
Author(s):  
Xinwen Yang ◽  
Guangtian Shi
Keyword(s):  
High Speed ◽  
High Speed Railway ◽  
Slab Track ◽  
Rolling Noise

Design and Construction Technologies

2010 ◽  
Author(s):  
Cailan Wu ◽  
Weixiao Cui ◽  
Chengzhi Zhang ◽  
Huaijian Li ◽  
Hongliang Yan
Keyword(s):  
High Speed ◽  
Actual Situation ◽  
Technical Standard ◽  
High Speed Railway ◽  
Deformation Control ◽  
Slab Track ◽  
Railway Construction ◽  
Scheme Optimization ◽  
Key Technologies ◽  
Design And Construction

Combining with the actual situation of China’s railway construction, this paper introduces the key technologies of design and construction of high-speed railway, such as the scheme optimization of subgrade, bridge and tunnel, technical standard, deformation control, advance geology forecast and settlement observation, etc. It also discusses the design and construction problems on the slab layout and interface of CRTS II slab track on bridge section, switch area, subgrade area and the transition with different track structures.

Influence of the Bridge Pier Displacement on the Slab Track Deformation of the High Speed Railway

CICTP 2017 ◽  
2018 ◽  
Author(s):  
Jia-Wei Zhang ◽  
Bing-Long Wang ◽  
Yao Shan ◽  
De Zhang ◽  
Xue-Quan Jiang
Keyword(s):  
High Speed ◽  
Bridge Pier ◽  
High Speed Railway ◽  
Slab Track ◽  
Track Deformation

Natural Vibration Analysis of High-Speed Railway Slab Tracks under Rail Longitudinal Force

2013 ◽  
Vol 706-708 ◽  
pp. 1443-1449 ◽  
Author(s):  
Yi Shi Guo ◽  
Zu Jun Yu ◽  
Hong Mei Shi
Keyword(s):  
High Speed ◽  
Natural Vibration ◽  
Longitudinal Force ◽  
Frequency Equation ◽  
Railway Track ◽  
High Speed Railway ◽  
Slab Track ◽  
Specific Effects ◽  
Coupling Dynamics ◽  
Dynamics Problems

The slab track is the main structure of the high-speed railway track, the Inherent dynamic characteristics of which is of great significance to the research on the Vehicle-Track Coupling Dynamics. The assumptions of the modal function describing the natural vibration of the track is a necessary theoretical basis in analytic and numerical calculations for dynamics problems, which is more in accordance with the real situation, the more likely characteristic estimation are to be accurate. In this paper, with the method of combine matrix, the system characteristic equation of slab-track model is deduced, and the exact analytic formulas of frequency equation and modal function are obtained. Meanwhile the specific effects of the Rail longitudinal force on the vibration performance of the tracks are analyzed through instances. The results show that this approach is an effective analytic method, the solution of which is accurate. And the track parameters can be flexibly initialized, which is especially applicable for the condition of track parameters varying and longitudinal strain with distribution.

Research and Progress on CA Mortar Emulsifying Asphalt of Ballast-Less Slab Track

2011 ◽  
Vol 239-242 ◽  
pp. 2399-2402 ◽  
Author(s):  
Ming Chao Qi ◽  
Xiao Xuan Li ◽  
Zhong Qi Jia
Keyword(s):  
Primary Structure ◽  
High Speed ◽  
Track Structure ◽  
Structure Form ◽  
High Speed Railway ◽  
Slab Track ◽  
Ca Mortar

Ballast-less slab track is the primary structure form of the modern high-speed railway, and cements phalt mortar is the most important component of flexible adjusting layer of slab track structure. This article introduces simply development and application of ballast-less track，then detailed explain the production and research of cements phalt mortar special asphalt lotion .

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