The interface shear strength properties of geogrid-reinforced construction and demolition (C&D) aggregates were determined using a modified large scale direct shear test (DST) …
Ballast being an unbounded granular medium spreads laterally when subjected to high- frequency cyclic loading. To reduce lateral movement of ballast and to optimize track …
H Gong, W Song, B Huang, X Shu, B Han, H Wu… - … and Building Materials, 2019 - Elsevier
This paper presents results from laboratory direct shear tests and discrete element method (DEM) simulations of railway ballast mixed with different contents of tire derived aggregate …
Z Luo, C Zhao, X Bian, Y Chen - Computers and Geotechnics, 2023 - Elsevier
The violent vibration and excessive settlement of trackbeds under high-speed train moving loads are the main problems of ballasted tracks encountered in practice, which limits the rise …
Both intra-pore hydrate morphology and inter-pore hydrate distribution influence the physical properties of hydrate-bearing sediments, yet there has been no pore-scale …
The rail network plays an essential role in transport infrastructure worldwide. A ballasted track is commonly used for several reasons, including economic considerations, load …
S Liu, H Huang, T Qiu, J Kwon - Transportation Geotechnics, 2016 - Elsevier
Individual ballast particle movement significantly affects ballast performance. In order to improve ballast performance, geogrids are widely used to create interlocking of ballast …
Particle shape properties can significantly affect the load response behavior and field performance of the uniformly graded ballast layer in railway track structures. Particle contact …
It has recently been reported that under sleeper pads (USPs) could improve ballasted rail track by decreasing the sleeper settlement and reducing particle breakage. In order to find …