Model testing of two-layer railway track ballast

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 126, Issue 4, 2000, Pages 317-323

  Anderson, W F ^a   Key, A J ^a  

^a UNIVERSITY OF SHEFFIELD   (United Kingdom)

Author keywords

[No Author keywords available]

Indexed keywords

DYNAMIC LOADS; MAINTENANCE; MATHEMATICAL MODELS; MECHANICAL TESTING; MODEL STRUCTURES;

BALLAST TAMPING METHOD; PNEUMATIC BALLAST INJECTION; STONEBLOWING; TWO LAYER RAILWAY TRACK BALLAST;

BALLAST (RAILROAD TRACK);

LOADING TEST; MODEL TEST; RAILWAY; SUBGRADE;

ELEOTRIDAE;

EID: 0034173844     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2000)126:4(317)     Document Type: Article

References (13)

1. Behaviour of two layer railway track ballast under cyclic and monotonic loading
2. End restraint effects on cyclic triaxial strength of sand
3. Method for railroad track foundation design. II: Applications
4. Track maintenance by stoneblower
5. Stresses in the rails, the ballast and the formation resulting from traffic loads
6. Performance of larger scale model single tie ballast systems
7. Repeat load response of aggregates in relation to track quality index
8. Japanese studies on deterioration of ballasted track
9. Deformation of railway ballast under repeated loading conditions
10. Ballast deformation and track deterioration
11. Behavior of dry sands under cyclic loading
12. Track renewals using the dynamic track stabilised