Behavior of geogrid reinforced ballast at different levels of degradation

Yu Qian, Erol Tutumluer, Debakanta Mishra, Hasan Kazmee

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Abstract

Geogrids have been successfully used in highway applications for stabilization and reinforcement purposes. Recent research efforts have also been dedicated to study geogrids in railway applications, especially for ballast reinforcement. Ballast, typically containing large-sized aggregate particles with uniform gradation, is an essential layer in railway substructure to facilitate load distribution and drainage. However, the reinforcement effect of geogrids in ballast has not yet been thoroughly investigated. Especially with the accumulation of tonnage, ballast will increasingly get fouled due to aggregate degradation or contamination by other materials, affecting aggregate-geogrid interlock mechanism at different levels of degradation. In this study, monotonic triaxial strength tests - performed on both clean and fouled ballast specimens - have been reinforced by geogrids and tested using a large-scale triaxial test device recently developed at the University of Illinois specifically for ballast size aggregate materials. Two different geogrids with square- and triangular-shaped apertures are used in comparison. To further investigate the geogrid reinforcement mechanisms, an imaging based discrete element modeling (DEM) approach was also adopted with the capability to create actual ballast aggregate particles as three-dimensional polyhedron blocks having the same particle size distributions and imaging quantified average shapes and angularities. By addressing adequately the particulate nature of different sized and shaped ballast aggregate particles and their interactions with each other at contact points, and through the innovative use of membrane elements surrounding the cylindrical ballast specimen, the ballast DEM model accurately captured the strength behavior of both clean and degraded ballast specimens reinforced by geogrids with different aperture shapes.

Original languageEnglish (US)
Title of host publicationGround Improvement and Geosynthetics - Selected Papers from the Proceedings of the 2014 GeoShanghai International Congress
PublisherAmerican Society of Civil Engineers (ASCE)
Pages333-342
Number of pages10
Edition238 GSP
ISBN (Print)9780784413401
DOIs
StatePublished - Jan 1 2014
Event2014 GeoShanghai International Congress: Ground Improvement and Geosynthetics - Shanghai, China
Duration: May 26 2014May 28 2014

Publication series

NameGeotechnical Special Publication
Number238 GSP
ISSN (Print)0895-0563

Other

Other2014 GeoShanghai International Congress: Ground Improvement and Geosynthetics
CountryChina
CityShanghai
Period5/26/145/28/14

Keywords

  • ballast aggregates
  • discrete element method
  • fouling
  • geogrids
  • triaxial testing

ASJC Scopus subject areas

  • Civil and Structural Engineering
  • Architecture
  • Building and Construction
  • Geotechnical Engineering and Engineering Geology

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  • Cite this

    Qian, Y., Tutumluer, E., Mishra, D., & Kazmee, H. (2014). Behavior of geogrid reinforced ballast at different levels of degradation. In Ground Improvement and Geosynthetics - Selected Papers from the Proceedings of the 2014 GeoShanghai International Congress (238 GSP ed., pp. 333-342). (Geotechnical Special Publication; No. 238 GSP). American Society of Civil Engineers (ASCE). https://doi.org/10.1061/9780784413401.033