Track and support rehabilitation for a mine company railroad

Canadian Geotechnical Journal

Volumn 37, Issue 2, 2000, Pages 318-332

  Raymond, G P ^a  

^a QUEEN S UNIVERSITY   (Canada)

Author keywords

36 t (40 tons) axle loads; Aggregate; Ballast aggregate; Concrete ties; Crushed face; Rail; Railway track

Indexed keywords

AXLES; CONCRETE AGGREGATES; FOUNDATIONS; RAILS; ROCKS;

AXLE LOADS; BALLAST AGGREGATE; CONCRETE TIES;

RAILROAD TIES;

MINE; RAILWAY; SUBGRADE; TRACKWAY;

EID: 0034173788     PISSN: 00083674     EISSN: None     Source Type: Journal    
DOI: 10.1139/t99-108     Document Type: Article

References (16)

1. Canadian Pacific rail specification for ballast
2. The effect of particle shape on the friction angle or coarse-grained aggregates
3. Triaxial tests on previously gravelly soils
4. Effect of particle shape on the engineering properties of granular soils
5. Effect of particle characteristics on the soil strength
6. Significance of particle shape and size on the mechanical behaviour of granular materials
7. A study of the effect of the percentage of crushed particles upon the strength and properties of base course materials
8. The effect of particle shape and texture on the strength of non-cohesive aggregates
9. Laboratory investigation of railroad ballasts. Translation from Tetsudo Senro
10. Soil-structure interaction and concrete tie design
11. Effect of heavy cars on rail
12. Effect of shape, size and surface roughness of aggregate particles on the strength of granular materials