Model Testing of Two-Layer Railway Track Ballast-Reference-Cited by-同舟云学术

Model Testing of Two-Layer Railway Track Ballast

Published:2000-04 Issue:4 Volume:126 Page:317-323
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Anderson William Fergus¹²,Key Andrew John¹²

Affiliation:

1. Prof., Dept. of Civ. and Struct. Engrg., Univ. of Sheffield, Mappin St., Sheffield, S1 3JD, U.K.

2. Engr., AEA Technol. Rail, Kelvin House, London Rd., Derby, DE24 8YB, 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%282000%29126%3A4%28317%29

Reference13 articles.

1. Key A. J. ( 1998). “Behaviour of two layer railway track ballast under cyclic and monotonic loading ” PhD thesis University of Sheffield Sheffield U.K.

2. “End restraint effects on cyclic triaxial strength of sand.”;Lee K. L.;J. Geotech. Engrg. Div,1978

3. Method for Railroad Track Foundation Design. II: Applications

4. McMichael P. (1992). “Track maintenance by stoneblower.” J. Pandrol Int . Addlestone Surrey U.K. 4–7.

5. Office of Research and Experiments (ORE). (1970). “Stresses in the rails the ballast and the formation resulting from traffic loads.” Question D71 Rep. No. 10 European Union of Railways Utrecht Holland.

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