oa Civil Engineering = Siviele Ingenieurswese - Predicting the resilient behaviour of railway ballast



The objective of this paper is to investigate and quantify the resilient behaviour of the ballast pavement layer by means of dynamic triaxial testing. Factors affecting dynamic triaxial testing on granular material were analysed by means of a literature study and are summarized for convenience. The maximum principal stress difference and the degree of fouling were varied during the triaxial tests. Relationships for the prediction of the resilient modulus are presented.


Article metrics loading...

This is a required field
Please enter a valid email address
Approval was a Success
Invalid data
An Error Occurred
Approval was partially successful, following selected items could not be processed due to error