This paper describes tests on a transition section between ballasted and ballastless tracks in the Liupanshui-Zhanyi railway in China. The originally unsettled transition zone is exposed to sudden car shaking and a series of track transition problems during train passage. As an example, the influences of polyurethane polymer and a combination of polyurethane and assistant rails to increase track stiffness distribution and track transition decay rates on the dynamic vehicle and track behaviour were investigated. The measured results indicate using only polyurethane and using both polyurethane and assistant rails not only effectively makes the track stiffness change more even but also increases the track decay rate at the target frequencies. ...
The deterioration of a rail track due to large dynamic wheel loads is inevitable over the years and ...
The use of modern synthetic materials is an important element in the development of railway tracks. ...
Analysis of mechanical behavior of ballast shoulder of railway track reinforced by polyurethane bind...
During the development for railway, ballasted track is dominant structure and makes up more than 95%...
International audienceMud pumping induced by repeated train passages is one of the most serious dist...
As train speeds and heavy haul axle loads constantly increase due to market demands, so do the stre...
This paper presents the measured results of full-scale testing of railway track under laboratory con...
PDFTech ReportCFIRE 09-14RailroadsAir voidsSubstructuresFreight trainsRailroad tracksInjection (Geol...
The turnout ballastless track is an advanced track structure with high stability and integrity. Howe...
PDFTech ReportCFIRE 07-01DTRT06-G-0020Railroad tracksBallast (Railroads)Polyurethane resinsFlexural ...
To mitigate the ballast flight risk in the high-speed railway, this paper presents three new polyure...
© 2020 American Society of Civil Engineers. Ballast is the most common foundation material of railwa...
Abstract Abrupt track vertical stiffness variations along railway tracks can lead to increased dynam...
The nonlinear curves between the external static loads of Thermoplastic Polyurethane Elastomer (TPE)...
Transition zones in railway tracks are the locations with considerable variation in the vertical sti...
The deterioration of a rail track due to large dynamic wheel loads is inevitable over the years and ...
The use of modern synthetic materials is an important element in the development of railway tracks. ...
Analysis of mechanical behavior of ballast shoulder of railway track reinforced by polyurethane bind...
During the development for railway, ballasted track is dominant structure and makes up more than 95%...
International audienceMud pumping induced by repeated train passages is one of the most serious dist...
As train speeds and heavy haul axle loads constantly increase due to market demands, so do the stre...
This paper presents the measured results of full-scale testing of railway track under laboratory con...
PDFTech ReportCFIRE 09-14RailroadsAir voidsSubstructuresFreight trainsRailroad tracksInjection (Geol...
The turnout ballastless track is an advanced track structure with high stability and integrity. Howe...
PDFTech ReportCFIRE 07-01DTRT06-G-0020Railroad tracksBallast (Railroads)Polyurethane resinsFlexural ...
To mitigate the ballast flight risk in the high-speed railway, this paper presents three new polyure...
© 2020 American Society of Civil Engineers. Ballast is the most common foundation material of railwa...
Abstract Abrupt track vertical stiffness variations along railway tracks can lead to increased dynam...
The nonlinear curves between the external static loads of Thermoplastic Polyurethane Elastomer (TPE)...
Transition zones in railway tracks are the locations with considerable variation in the vertical sti...
The deterioration of a rail track due to large dynamic wheel loads is inevitable over the years and ...
The use of modern synthetic materials is an important element in the development of railway tracks. ...
Analysis of mechanical behavior of ballast shoulder of railway track reinforced by polyurethane bind...