Permanent Deformation of Track-Bed Materials at Various Inclusion Contents under Large Number of Loading Cycles-Reference-Cited by-同舟云学术

Permanent Deformation of Track-Bed Materials at Various Inclusion Contents under Large Number of Loading Cycles

Published:2018-08 Issue:8 Volume:144 Page:04018044
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Wang Han-Lin¹,Cui Yu-Jun²,Lamas-Lopez Francisco³,Dupla Jean-Claude³,Canou Jean³,Calon Nicolas⁴,Saussine Gilles⁴,Aimedieu Patrick⁵,Chen Ren-Peng⁶

Affiliation:

1. Dept. of Civil Engineering, Zhejiang Univ., Hangzhou 310058, China; Joint Ph.D. Candidate, Laboratoire Navier/CERMES, Ecole des Ponts ParisTech, 6-8 Ave. Blaise Pascal, Cité Descartes, Champs-sur-Marne 77455, France.

2. Professor, Laboratoire Navier/CERMES, Ecole des Ponts ParisTech, 6-8 Ave. Blaise Pascal, Cité Descartes, Champs-sur-Marne 77455, France (corresponding author).

3. Laboratoire Navier/CERMES, Ecole des Ponts ParisTech, 6-8 Ave. Blaise Pascal, Cité Descartes, Champs-sur-Marne 77455, France.

4. Société Nationale des Chemins de Fer, 6 Ave. François Mitterrand, La Plaine St Denis 93574, France.

5. Research Engineer, Laboratoire Navier/CERMES, Ecole des Ponts ParisTech, 6-8 Ave. Blaise Pascal, Cité Descartes, Champs-sur-Marne 77455, France.

6. Professor, Dept. of Civil Engineering, Zhejiang Univ., Hangzhou 310058, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0001911

Reference40 articles.

1. Cyclic loading of railway ballast under triaxial conditions and in a railway test facility

2. Accumulative deformation in railway track induced by high-speed traffic loading of the trains

3. Recent research on the track-subgrade of high-speed railways

4. Investigation of the hydro-mechanical behaviour of fouled ballast

5. Force transmission and soil fabric of binary granular mixtures

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