Results 111 to 120 of about 947 (221)
Assessment of Track Quality in Trial Test Sections by Spot and Continuous Method
The quality of track alignment and track geometry is an essential precondition of safe and economical operation of railway track. The paper provides an analysis of diagnostics of relative track geometry parameters and evaluation of measurement deviations
Michal Smalo, Libor Izvolt
doaj +1 more source
Benefit of damping in structural concrete for railway structures and track components [PDF]
There are two types of modern railway tracks including ballasted and ballastless tracks. Ballasted tracks are optimally designed for suitability to railway operations with train speed less than 250 km/h, while ballastless tracks are more suitable for ...
Goto, Keiichi +2 more
core +3 more sources
The dynamic performance of three slab ballastless tracks in the China Railway Track System (CRTS), which is supported by a simply supported box girder under various train loads, were comprehensively investigated with refined rigid-flexible coupled models.
Hanlin Liu +5 more
doaj +1 more source
The paper deals with the partial results of diagnostics of experimental sections of ballastless track Rheda 2000® and transition areas between ballastless and ballasted track structure around portals of tunnel Turecky vrch after six measurement cycles ...
Šmalo Michal
doaj +1 more source
Безбалластное мостовое полотно на ВСМ [PDF]
For the English abstract and full text of the article please see the attached PDF-File (English version follows Russian version). ABSTRACT The article is devoted to the study of oscillations of ballastless bridge deck, concrete slabs, conduct of rail ...
N. Dang T. +3 more
core +2 more sources
Ballastless tracks have a high smoothness, but the corresponding laying requirements are strict. Therefore, the maximum span of cable-stayed bridges that can accommodate ballastless tracks is 392 m.
Zhiqiang Pang +4 more
doaj +1 more source
In areas with large temperature differences, the uneven distribution of temperatures in the CRTS III ballastless track slab due to daytime sunlight can cause warpage deformation, leading to periodic rail irregularities that increase the wheel-rail impact
Lei Zhao +4 more
doaj +1 more source
Laboratory Investigation of Type I and Type II Hardened Cement Emulsified Asphalt Mortar [PDF]
The research presented in this thesis investigated the mechanical and viscoelastic properties of a relatively new construction building material that has been given a lot of attention in the past decade. Cement emulsified asphalt mortar (CEAM) has unique
Rutherford, Tyler E.
core +1 more source
Influence of Reflective Coating on Temperature Field and Temperature Effect of CRTS III Slab Ballastless Tracks on Bridges. [PDF]
Song L, Wu L, Cui C, Yu Z.
europepmc +1 more source
The non-uniform temperature distribution in ballastless track slabs under complex meteorological conditions can induce structural defects, threatening the safety of high-speed railways.
Ying Wang, Yuelei He
doaj +1 more source

