DEM simulation of the behaviour of geogrid stabilised ballast fouled with coal

NT Ngo, B Indraratna, C Rujikiatkamjorn - Computers and Geotechnics, 2014 - Elsevier
Geogrids are commonly used in railway construction for reinforcement and stabilisation.
When railway ballast becomes fouled due to ballast breakage, infiltration of coal fines, dust …

Evaluation of interface shear strength properties of geogrid-reinforced construction and demolition materials using a modified large-scale direct shear testing …

A Arulrajah, MA Rahman, J Piratheepan… - Journal of Materials in …, 2014 - ascelibrary.org
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) …

The lateral displacement response of geogrid-reinforced ballast under cyclic loading

B Indraratna, SKK Hussaini, JS Vinod - Geotextiles and Geomembranes, 2013 - Elsevier
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 …

Direct shear properties of railway ballast mixed with tire derived aggregates: Experimental and numerical investigations

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 …

Discrete element analysis of geogrid-stabilized ballasted tracks under high-speed train moving loads

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 …

Pore-scale observations of natural hydrate-bearing sediments via pressure core sub-coring and micro-CT scanning

L Lei, T Park, K Jarvis, L Pan, I Tepecik, Y Zhao… - Scientific Reports, 2022 - nature.com
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 …

[图书][B] Ballast railroad design: smart-uow approach

B Indraratna, T Ngo - 2018 - taylorfrancis.com
The rail network plays an essential role in transport infrastructure worldwide. A ballasted
track is commonly used for several reasons, including economic considerations, load …

Effect of geogrid on railroad ballast particle movement

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 …

Micromechanical particle interactions in railway ballast through DEM simulations of direct shear tests

X Bian, W Li, Y Qian, E Tutumluer - International Journal of …, 2019 - ascelibrary.org
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 …

Discrete element modelling of under sleeper pads using a box test

H Li, GR McDowell - Granular Matter, 2018 - Springer
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 …