The continuously welded rail tracks are very popular and wide because of their advantages. Although the continuously welded rail tracks have special mechanical properties and requirements and they need special construction and maintenance. One of the most important requirements of the continuously welded rail tracks is the big lateral resistance. The lateral resistance can be increased by several solutions, which are highlighted in the following three methods: ballast bonding technology and safety caps and Y steel sleepers. The main goal of this publication is to demonstrate the tests and measurements made in three different track sections, to compare and analyze the results of the measurements and to summarize the conclusions
© Gruppo Italiano Frattura 2014. This is an Open Access article distributed in accordance with the t...
Final report; Mar. 1984-Dec. 1985PDFTech ReportDOT-TSC-FRA-85-02FRA/ORD-85/06PB86-225612RR419/R4303C...
The technical specifications of D.12/H of Hungarian State Railways specifies that a continuously wel...
Lateral movements of the ballasted railway track especially in the continuous welded rail (CWR) occu...
In the present paper the design and construction choices of a test field for the ballast lateral res...
After the introduction of continuous welded rail, thermal track buckling has been recognized to be o...
© Gruppo Italiano Frattura 2014. This is an Open Access article distributed in accordance with the t...
AbstractBallasted track sleepers have the important function of providing sufficient lateral resista...
The Sichuan−Tibet railway is built under some difficult situations, including limited ballast bed pr...
Several studies have been carried out until now by various Research Agencies and Railway Administrat...
The Hungarian State Railways (MÁV Rt.) plans to reconstruct the tracks with short rails and rail joi...
In the present paper, testing methods currently adopted to measure the in service ballast resistance...
PDFTech ReportDOT-TSC-FRA-83-1DOT/FRA/ORD-83/07RR219/R2312Continuous welded railBucklingDerailmentsR...
From the advent of high-speed (HS) railways and with increasing traffic-induced loads transmitted to...
941434Final report; June 1985 - April 1989PDFTech ReportDOT/FRA/ORD-94/07DOT-VNTSC-FRA-95-1R5011/RR5...
© Gruppo Italiano Frattura 2014. This is an Open Access article distributed in accordance with the t...
Final report; Mar. 1984-Dec. 1985PDFTech ReportDOT-TSC-FRA-85-02FRA/ORD-85/06PB86-225612RR419/R4303C...
The technical specifications of D.12/H of Hungarian State Railways specifies that a continuously wel...
Lateral movements of the ballasted railway track especially in the continuous welded rail (CWR) occu...
In the present paper the design and construction choices of a test field for the ballast lateral res...
After the introduction of continuous welded rail, thermal track buckling has been recognized to be o...
© Gruppo Italiano Frattura 2014. This is an Open Access article distributed in accordance with the t...
AbstractBallasted track sleepers have the important function of providing sufficient lateral resista...
The Sichuan−Tibet railway is built under some difficult situations, including limited ballast bed pr...
Several studies have been carried out until now by various Research Agencies and Railway Administrat...
The Hungarian State Railways (MÁV Rt.) plans to reconstruct the tracks with short rails and rail joi...
In the present paper, testing methods currently adopted to measure the in service ballast resistance...
PDFTech ReportDOT-TSC-FRA-83-1DOT/FRA/ORD-83/07RR219/R2312Continuous welded railBucklingDerailmentsR...
From the advent of high-speed (HS) railways and with increasing traffic-induced loads transmitted to...
941434Final report; June 1985 - April 1989PDFTech ReportDOT/FRA/ORD-94/07DOT-VNTSC-FRA-95-1R5011/RR5...
© Gruppo Italiano Frattura 2014. This is an Open Access article distributed in accordance with the t...
Final report; Mar. 1984-Dec. 1985PDFTech ReportDOT-TSC-FRA-85-02FRA/ORD-85/06PB86-225612RR419/R4303C...
The technical specifications of D.12/H of Hungarian State Railways specifies that a continuously wel...