The Deformation and Degradation of Granular Material under High-Frequency Cyclic Loading

Citation data:

Geotechnical and Structural Engineering Congress 2016, Page: 1700-1707

Publication Year:
2016
Usage 24
Abstract Views 24
Captures 5
Readers 5
Repository URL:
https://ro.uow.edu.au/eispapers/5180
DOI:
10.1061/9780784479742.145
Author(s):
Q. D. Sun; B. Indraratna; S. Nimbalkar
Publisher(s):
American Society of Civil Engineers (ASCE)
Tags:
Engineering; Science and Technology Studies
conference paper description
In order to understand the permanent deformation and degradation of railway ballast under high speed train loading, a series of cyclic triaxial tests were conducted using large-scale cylindrical apparatus. The frequency was used from 5 Hz to 60 Hz corresponding to the train speeds from about 40 km/h to 400 km/h. Three types of permanent deformation mechanisms were observed in response to the applied cyclic loads, namely, plastic shakedown at relatively lower frequency, ratcheting at an increased frequency, and plastic collapse at higher frequencies. Correspondingly, four types of particle degradation were observed. The magnitudes of ballast deformation and degradation were found to increase with the frequency and number of load cycles. A critical train speed was identified. Moreover, a good correlation was obtained between particle breakage and volumetric strain under cyclic loading.