Dynamic Stress Analysis of a Ballasted Railway Track Bed during Train Passage

Author:

Yang L. A.123,Powrie W.123,Priest J. A.123

Affiliation:

1. Senior Geotechnical Engineer, SMEC Australia Pty. Ltd., 60 Leichhardt St., Spring Hill, QLD 4000, Australia; formerly, Research Fellow, Univ. of Southampton, Southampton SO17 1BJ, U.K. (corresponding author).

2. Professor of Geotechnical Engineering, School of Civil Engineering and the Environment, Univ. of Southampton, Highfield, Southampton, SO17 1BJ, U.K.

3. Senior Research Fellow, School of Civil Engineering and the Environment, Univ. of Southampton, Highfield, Southampton SO17 1BJ, U.K.,

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference29 articles.

1. Soil mechanics in pavement engineering;Brown S. F.;Geotechnique,1996

2. The GEOTRACK model for railroad track performance;Chang C. S.;J. Geotech. Engrg. Div.,1980

3. Grabe P. J. (2002). “Resilient and permanent deformation of railway foundations under principal stress rotation.” Ph.D. thesis Univ. of Southampton Southampton U.K.

4. Effects of Principal Stress Rotation on Permanent Deformation in Rail Track Foundations

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