Results 71 to 80 of about 1,747 (202)

Evaluating railway track support stiffness from trackside measurements in the absence of wheel load data

open access: yes, 2016
It is generally accepted that track support stiffness is a major factor controlling rates of track geometry deterioration, particularly where the track support stiffness changes abruptly.
Le Pen, Louis   +3 more
core   +1 more source

Life cycle cost, energy and carbon assessments of Beijing-Shanghai high-speed railway [PDF]

open access: yes, 2019
The Beijing-Shanghai High-Speed Railway (HSR) is one of the most important railways in China, but it also has impacts on the economy and the environment while creating social benefits. This paper uses a life cycle assessment (LCA) method and a life cycle
Kaewunruen, Sakdirat   +2 more
core   +1 more source

Study on the Deformation Characteristics of Railway Subgrade Structures Induced by Groundwater Level Changes

open access: yesAdvances in Civil Engineering, Volume 2025, Issue 1, 2025.
The groundwater extraction will lead to a drop in water level, causing a change in the distribution of additional stress in the strata. This phenomenon leads to uneven settlement of the railway subgrade. In severe cases, this could threaten the safe operation of trains.
Baolong Li   +6 more
wiley   +1 more source

Influence of train speed and its mitigation measures in the short- and long-term performance of a ballastless transition zone

open access: yesRailway Engineering Science, 2023
The ballastless track is nowadays the most popular railway system due to the required low number of maintenance operations and costs, despite the high investment.
Ana Ramos   +2 more
doaj   +1 more source

Application Study on Fiber Optic Monitoring and Identification of CRTS-II-Slab Ballastless Track Debonding on Viaduct

open access: yesApplied Sciences, 2021
China Railway Track System (CRTS)-II-slab ballastless track is a new type of track structure, and its interlayer connection state is considerably important for the operation safety and ride comfort of high-speed trains. However, the location and multiple
Gaoran Guo   +3 more
doaj   +1 more source

The Protective Effect of Isolation Piles on Deformation of Adjacent Existing Railways

open access: yesAdvances in Civil Engineering, Volume 2025, Issue 1, 2025.
The isolation pile is the main measure used to reduce the mutual influence between neighboring projects in engineering. In response to the issue of the protective effect of isolation pile technology on the deformation of adjacent existing railway subgrades, this research adopted numerical simulation and a loading deformation analysis method considering
Ying Yang   +6 more
wiley   +1 more source

Mechanical Behaviors and Fatigue Performances of Ballastless Tracks Laid on Long-Span Cable-Stayed Bridges with Different Arrangements

open access: yesSensors, 2019
In this paper, we present a new attempt to lay ballastless tracks on long-span cable-stayed bridges on high-speed railways. The arrangements of ballastless tracks laid on cable-stayed bridges can be divided into two conditions: (i) across the cable ...
Xingwang Sheng, Weiqi Zheng, Zhihui Zhu
doaj   +1 more source

Fatigue Characteristics of Long-Span Bridge-Double Block Ballastless Track System

open access: yesMathematics, 2023
The key issues in designing ballastless track for high-speed railway bridges are to reduce maintenance and improve track smoothness by understanding fatigue damage characteristics. This paper is based on the principle of bridge-rail interaction and train-
Bin Yan   +3 more
doaj   +1 more source

Perencanaan Geometrik Jalan Rel Kereta Cepat Surabaya-Banyuwangi [PDF]

open access: yes, 2022
Perkembangan kereta api didunia sudah sangat pesat dapat dilihat dengan berkembangnya kereta cepat yang dapat mencapai kecepatan lebih dari dua ratus km/jam.
Rahardjo, Budi, Rinanto, Hafizh Afif
core   +2 more sources

Safety Study of Buried Gas Pipelines Under Excavation Loads

open access: yesShock and Vibration, Volume 2025, Issue 1, 2025.
China’s rapid urbanization intensifies third‐party excavation risks to underground gas pipelines, escalating emergency repairs and accident hazards. This study systematically evaluates the mechanical response and safety of buried steel and polyethylene (PE) gas pipelines under excavation loads through integrated numerical simulations and theoretical ...
Yuan-Jian Yang   +4 more
wiley   +1 more source

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