Laboratory simulation of train loading and tamping on ballast

Author:

McDowell G. R.1,Lim W. L.1,Collop A. C.2,Armitage R.3,Thom N. H.2

Affiliation:

1. Nottingham Centre for Geomechanics, School of Civil Engineering, University of Nottingham UK

2. Nottingham Centre for Pavement Engineering, School of Civil Engineering, University of Nottingham UK

3. Scott Wilson Pavement Engineering, Nottingham Science and Technology Park UK

Abstract

A box test has been developed to simulate the effects of train loading and tamping on the performance of four different ballasts. The ballasts have each been loaded in the box by a simulated segment of sleeper for up to a million cycles of traffic loading, representing early life behaviour. Simulated tamping has also been performed on the ballasts causing rearrangement of grains. Results from the box tests have been found to be repeatable, and give realistic stiffness and settlement characteristics compared with full-scale tests on trackbeds in the UK. The performance of each of the four ballasts has been determined in terms of settlement characteristics, stiffness and degradation, and the results have been found to agree with results from Los Angeles abrasion tests and water absorption values, and also with petrographic analysis, thus demonstrating the usefulness of the box test for estimating the performance of ballast in the field.

Publisher

Thomas Telford Ltd.

Subject

Transportation,Civil and Structural Engineering

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