Project 163: Stress-strain and Filtration Characteristics of Sub-ballast

The goal of this project is to establish design criteria of a sub-ballast layer under cyclic loading in wet conditions to ensure successful load distribution, stability and filtration mechanisms to minimise upward migration of fines, hence a reduction in ballast fouling. Traditionally in Australia, a capping material has been used over the formation in all situations. Repeated formation and ballast failure in wet conditions suggests that currently used capping material is not appropriate in wet conditions. It is believed that improved sub-ballast design criteria for wet conditions could save a significant proportion of costs associated with annual ballast replacement, track reconditioning and tamping works.

The project commenced in May 2006, with no specific outcomes to date.

Future Outcomes:

  • Development of new guidelines for the selection of sub-ballast material that satisfies both filtration and stability criteria under cyclic train loading.
  • Establishment of load-deformation behaviour of sub-ballast layer under cyclic loading.
  • Adoption of the guidelines by the industry participants.

Project Leader: Dr Asadul Haque (Monash University)

Project Manager: Mr David Christie (RailCorp)

 

 

 

 

 

 

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