Mobilizing railway track stability with nonionic cement asphalt mortar for floating sleeper mitigation – 2D/3D numerical investigation and full-scale testing verification

Author:

Park Dae-Wook,Choi Chanyong,Phan Tam Minh,Minh Le Tri Ho

Funder

Korea Railroad Research Institute

Publisher

Elsevier BV

Reference41 articles.

1. Design and construction of backfills for railway track transition zones;Paixão;Proc. Inst. Mech. Eng. Part F. J. Rail Rapid Transit.,2015

2. Railway Track Stiffness – Dynamic Measurements and Evaluation for Efficient Maintenance;Berggren;Engineering,2009

3. P. Hölscher, P. Meijers, Analysis of track and soil behavior at transition zones, (2009).

4. A mixed slab-ballasted track as a means to improve the behavior of railway infrastructure;Gallego;Proc. Inst. Mech. Eng. Part F. J. Rail Rapid Transit.,2016

5. Evaluation on full-scale testbed performance of cement asphalt mortar for ballasted track stabilization;Le;Constr. Build. Mater.,2020

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