Discrete element modeling of ballast settlement under trains moving at “Critical Speeds”-Reference-Cited by-同舟云学术

Discrete element modeling of ballast settlement under trains moving at “Critical Speeds”

Published:2013-01 Issue: Volume:38 Page:994-1000
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Huang Hai,Chrismer Steven

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference20 articles.

1. De Nie FC. Undulation of railway embankments on soft sub-soil during passing of trains. In: Proceedings of the 2nd conference on soil mechanics and foundation, vol. II; 1948. p. 1–8.

2. Vibration behaviors of roadbed on soft grounds under train load;Sunaga;Quart Rep Railway Tech Res Inst,1990

3. Untergrundbeschaffenheit;Rehfeld;Eisenbahningenieur,1994

4. GeotechnischeAnforderungenan den Eisenbahnunterbau;Hillig;Eisenbahningenieur,1996

5. Experiemntal invesitation of railway train-induced vibrations of surrounding ground and a nearby multi-story building;He;J Earthquake Eng Eng Vib,2009

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