Improvement of rail track subgrade using stone columns combined with geosynthetics

Publication Type:
Conference Proceeding
Advances in Transportation Geotechnics II - Proceedings of the 2nd International Conference on Transportation Geotechnics, ICTG 2012, 2012, pp. 202 - 206
Issue Date:
Full metadata record
Files in This Item:
Filename Description Size
Thumbnail2011006553OK.pdf1.21 MB
Adobe PDF
This study seeks to identify the effectiveness of ground improvement using stone columns in controlling settlement of soft soils when placed under the dead loads of the rail structure and the large live loads of freight trains. The employed numerical study assesses the relationship between the column position in the track cross section and the overall settlement of the ballasted rail formation. The numerical results show that the overall settlement of the track reduces significantly with the use of stone columns close to the centre of the track and not just under the rail. In addition, application of one layer of geogrids between sub-ballast and sub-grade assists to reduce the maximum settlement of track decreasing the future maintenance costs. © 2012 Taylor & Francis Group.
Please use this identifier to cite or link to this item: