Three-dimensional modelling of differential railway track settlement using a cycle domain constitutive model-Reference-Cited by-同舟云学术

Three-dimensional modelling of differential railway track settlement using a cycle domain constitutive model

Published:2016-03-02 Issue:12 Volume:40 Page:1758-1770
ISSN:0363-9061
Container-title:International Journal for Numerical and Analytical Methods in Geomechanics
language:en
Short-container-title:Int. J. Numer. Anal. Meth. Geomech.

Author:

Li Xin¹,Ekh Magnus¹,Nielsen Jens C. O.¹

Affiliation:

1. Department of Applied Mechanics/CHARMEC; Chalmers University of Technology; Göteborg SE-41296 Sweden

Publisher

Wiley

Subject

Mechanics of Materials,Geotechnical Engineering and Engineering Geology,General Materials Science,Computational Mechanics

Reference34 articles.

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4. Differential ballast settlement, and consequent undulations in track, caused by vehicle-track interaction;Ford;Vehicle System Dynamics,1995

5. Dynamic response of road pavement resting on a layered poroelastic half-space to a moving traffic load;Fang;International Journal for Numerical and Analytical Methods in Geomechanics,2014

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