Results 61 to 70 of about 947 (220)

Changes in Material Properties and Damage Mechanism of Plate Ballastless Track Under Fire and High Temperature

open access: yesBuildings
The service status of rail, fasteners and track slabs is the key determinant of whether the ballastless track is ready for traffic after a fire. The track slab rail support bolt anchoring performance and the shoulder service performance damaged by fire ...
Hao Jin   +7 more
doaj   +1 more source

Research on the Influence of Geotextile and Elastic Cushion on the Static Performance of Ballastless Track on Long-Span Cable-Stayed Bridges

open access: yesApplied Sciences, 2023
The elastic cushion is mostly used between the layers of ballastless tracks laid on a large-span cable-stayed bridge with a main span of more than 300 m.
Jiasheng Cai   +5 more
doaj   +1 more source

Results of tests of ballastless track designs on the Test Loop of JSC “VNIIZhT”

open access: yesВестник Научно-исследовательского института железнодорожного транспорта, 2017
In December 2016 at the Test Loop of JSC “VNI-IZhT” comparative testing of four types of ballastless track designs (BVSP) - LVT (RZDstroy, Russia), FFB (MaxBögl, Germany), NBT (Alstom, France), EBS (Tines, Poland) - have been completed.
A. V. Savin   +4 more
doaj   +1 more source

Effects of Redispersible Polymer Powder on Mechanical and Durability Properties of Preplaced Aggregate Concrete with Recycled Railway Ballast [PDF]

open access: yes, 2018
The rapid-hardening method employing the injection of calcium sulfoaluminate (CSA) cement mortar into voids between preplaced ballast aggregates has recently emerged as a promising approach for the renovation of existing ballasted railway tracks to ...
A Qudoos   +40 more
core   +1 more source

Temperature Features of CRTSII Slab Ballastless Track in Severe Cold Region

open access: yesDEStech Transactions on Engineering and Technology Research, 2017
Damages, such as slab end warped, gaps of slab and bed, and cracks of track bed, of CRTSII Slab-Ballastless-Track (SBT) in high speed railway were studied for temperature changing significantly in severe cold regions. First, Contact-Thermal- Resistance (CTR) between Concrete-Asphalt (CA) mortars of the SBT and roadbed were defined.
Chao Guo   +4 more
openaire   +2 more sources

Analytical Approach to Describe Properties in Transition Zones Between Ballasted and Non-Ballasted Track [PDF]

open access: yes, 2022
Norway has for a long time used railways as a means of transport. This method of transportation been used to haul raw materials such as wood and ore.
Ågotnes, Joachim Jørgensen
core  

Multiobjective railway alignment optimization using ballastless track and reduced cross-section in tunnel [PDF]

open access: yes, 2021
The increasing need for railway planning and design to connect growing cities in inland mountainous areas has pushed engineering efforts toward the research of railway tracks that must comply with more restrictive constraints.
Abbondati F.   +5 more
core   +1 more source

Efficient quantifying track structure cracks using deep learning

open access: yesComputer-Aided Civil and Infrastructure Engineering, Volume 40, Issue 19, Page 2969-2986, 5 August 2025.
Abstract High‐speed railway ballastless track structure crack detection usually has a high demand for the efficiency of crack detection technology. To overcome the limitation that current crack quantification methods usually require multiple steps, this paper proposes an efficient quantification method for track structure cracks using deep learning ...
Hongshuo Sun, Li Song, Zhiwu Yu
wiley   +1 more source

Crack Detection of Track Slab Based on RSG-YOLO

open access: yesIEEE Access, 2023
The surface cracks on high-speed railway ballastless track slabs directly influence their lifespan, while the efficiency of damage detection and maintenance is crucial for ensuring operational safety.
Tangbo Bai   +4 more
doaj   +1 more source

Parallel computing aided analyses of dynamic buckling for railway track infrastructure

open access: yesComputer-Aided Civil and Infrastructure Engineering, Volume 40, Issue 19, Page 2943-2968, 5 August 2025.
Abstract This paper presents a scalable parallel computing framework for simulating track buckling under dynamic train loads, enabling large‐scale railway track stability analysis. A three‐dimensional (3D) track model is developed using finite element‐based Euler–Bernoulli beam formulations for rails, dynamic force inputs, and nonlinear interactions at
Dan Agustin   +4 more
wiley   +1 more source

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