Parsons, R., Jowkar, M., & Han, J. (2012). Performance of geogrid reinforced ballast under dynamic loading (Report No. 25-1121-0001-363). Mid-America Transportation Center. https://rosap.ntl.bts.gov/view/dot/25394
Parsons, Robert, Milad Jowkar, and Jie Han. Performance of geogrid reinforced ballast under dynamic loading. Report no. 25-1121-0001-363. Mid-America Transportation Center, 2012. https://rosap.ntl.bts.gov/view/dot/25394.
Parsons, Robert, et al. Performance of geogrid reinforced ballast under dynamic loading. Mid-America Transportation Center, 2012, Report no. 25-1121-0001-363, ROSA P. https://rosap.ntl.bts.gov/view/dot/25394.
Railroad ballast consists of open graded crushed stone used as a bed for railroad track to provide stability. Over time,
;
ballast degrades and loses its strength. Fouling of ballast with fines has been a major issue of railway engineering. In this
;
experimental study, a full-scale railroad section 5 ft in length was constructed with and without geogrid reinforcement. A
;
full-scale trapezoidal cross-section of a railroad was built. The subgrade was covered with 2 ft of ballast 9 ft wide at the top
;
and sloped down on both sides on a 2:1 slope. The track panel ties were embedded in the ballast to a depth of 7 in. The
;
reinforced test section that had geogrid placed 7 in. below the tie performed better than the unreinforced test section in
;
regards to settlement and fouling of ballast. Settlement of the reinforced test section between the ties and geogrid was
;
reduced by 37 to 65 percent compared with the settlement of the same portion of the unreinforced test section. The
;
percentage of rock dust and small diameter particles generated by ballast breakdown beneath the ties was less for the
;
reinforced test section than for the unreinforced test section.
Parsons, R., Jowkar, M., & Han, J. (2012). Performance of geogrid reinforced ballast under dynamic loading (Report No. 25-1121-0001-363). Mid-America Transportation Center. https://rosap.ntl.bts.gov/view/dot/25394
Parsons, Robert, Milad Jowkar, and Jie Han. Performance of geogrid reinforced ballast under dynamic loading. Report no. 25-1121-0001-363. Mid-America Transportation Center, 2012. https://rosap.ntl.bts.gov/view/dot/25394.
Parsons, Robert, et al. Performance of geogrid reinforced ballast under dynamic loading. Mid-America Transportation Center, 2012, Report no. 25-1121-0001-363, ROSA P. https://rosap.ntl.bts.gov/view/dot/25394.
ROSA P serves as an archival repository of USDOT-published products including scientific
findings, journal articles, guidelines, recommendations, or other information authored or co-authored by
USDOT or funded partners. As a repository, ROSA P retains documents in their original published format to
ensure public access to scientific information.
Links with this icon indicate that you are leaving a Bureau of Transportation
Statistics (BTS)/National Transportation Library (NTL)
Web-based service.
Thank you for visiting.
You are about to access a non-government link outside of
the U.S. Department of Transportation's National
Transportation Library.
Please note: While links to Web sites outside of DOT are
offered for your convenience, when you exit DOT Web sites,
Federal privacy policy and Section 508 of the Rehabilitation
Act (accessibility requirements) no longer apply. In
addition, DOT does not attest to the accuracy, relevance,
timeliness or completeness of information provided by linked
sites. Linking to a Web site does not constitute an
endorsement by DOT of the sponsors of the site or the
products presented on the site. For more information, please
view DOT's Web site linking policy.
To get back to the page you were previously viewing, click
your Cancel button.