Quantifying the impact of stiffness distributions on the dynamic behaviour of railway transition zones-Reference-Cited by-同舟云学术

Quantifying the impact of stiffness distributions on the dynamic behaviour of railway transition zones

Published:2024-03 Issue: Volume:45 Page:101211
ISSN:2214-3912
Container-title:Transportation Geotechnics
language:en
Short-container-title:Transportation Geotechnics

Author:

Jain Avni,Marykovskiy Yuriy,Metrikine Andrei V.,van Dalen Karel N.

Funder

NWO

Publisher

Elsevier BV

Reference40 articles.

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2. Improved performance of ballasted tracks at transition zones: A review of experimental and modelling approaches;Indraratna;Transport Geotech,2019

3. Track transitions in railways: A review;Sañudo;Constr Build Mater,2016

4. Numerical analysis of railway transition zones in soft soil;Coelho;Proc Inst Mech Eng, Part F: J Rail Rapid Transit,2015

5. Selig ET, Li D. Track modulus: Its meaning and factors influencing it. Transport Res Rec. http://onlinepubs.trb.org/Onlinepubs/trr/1994/1470/1470-006.pdf.

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1. Benchmark of calibrated 2D and 3D track models for simulation of differential settlement in a transition zone using field measurement data;Engineering Structures;2024-10

2. Design of railway transition zones: A novel energy-based criterion;Transportation Geotechnics;2024-05

3. Dynamic amplifications in railway transition zones: performance evaluation of sleeper configurations using energy criterion;Frontiers in Built Environment;2024-04-24

4. Energy Redistribution in Railway Transition Zones by Geometric Optimisation of a Novel Transition Structure;2024