Behavior of Railroad Ballast under Monotonic and Cyclic Loading-Reference-Cited by-同舟云学术

Behavior of Railroad Ballast under Monotonic and Cyclic Loading

Published:2008-03 Issue:3 Volume:134 Page:316-327
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Anderson William F.¹²,Fair Peter¹²

Affiliation:

1. Professor, Geotechnical Engineering, Dept. of Civil and Structural Engineering, Univ. of Sheffield, Mappin St., Sheffield S1 3JD, U.K.

2. Geotechnical Engineer, Mott MacDonald Ltd., 111 St. Mary’s Rd., Sheffield S2 4AP, U.K.

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%291090-0241%282008%29134%3A3%28316%29

Reference14 articles.

1. Anderson W. F. and Key A. J. (1999). “Two layer ballast beds as railway track foundations.” Proc. XIIth European Conf. on Soil Mechanics and Geotechnical Engineering Amsterdam Vol. 3 1725–1731.

2. Model testing of a two-layer railway track ballast;Anderson W. F.;Chin. J. Catal.,2000

3. Anderson W. F. Wilde C. and Thompson J. (2002). “Experiences with the stoneblower on the UK east coast mainline.” Proc. 5th Int. Conf. of Railway Engineering (CD-ROM) London.

4. Fair P. (2003). “The geotechnical behaviour of ballast materials for railway track maintainance.” Ph.D. thesis Univ. of Sheffield U.K.

5. Fair P. and Anderson W. F. (2007). “A new large volume automatic volume change measuring device.” ASTM 30(6).

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