Cumulative settlement of track subgrade in high-speed railway under varying water levels
Renpeng Chen,
Jinmiao Chen,
Xing Zhao,
Xuecheng Bian and
Yunmin Chen
International Journal of Rail Transportation, 2014, vol. 2, issue 4, 205-220
Abstract:
Water-level variation in the subgrade of high-speed railway influences the cumulative settlement of the subgrade. Full-scale model test on high-speed railway under varying water levels within the subgrade was conducted in this research. Dynamic soil pressures in different depths within the subgrade and cumulative settlements of subgrade were measured under different train speeds. The results demonstrated that the dynamic soil pressure increases significantly after the first wetting-drying cycles and then remains stable. The measured dynamic soil pressure was compared to the requirements in the current design method. Increasing train speed leads to higher cumulative settlement. Furthermore, a modified model is proposed in the article for the determination of cumulative settlement considering the influence of initial stress state, material properties of subgrade, and dynamic stresses of train loadings.
Date: 2014
References: View complete reference list from CitEc
Citations:
Downloads: (external link)
http://hdl.handle.net/10.1080/23248378.2014.959083 (text/html)
Access to full text is restricted to subscribers.
Related works:
This item may be available elsewhere in EconPapers: Search for items with the same title.
Export reference: BibTeX
RIS (EndNote, ProCite, RefMan)
HTML/Text
Persistent link: https://EconPapers.repec.org/RePEc:taf:tjrtxx:v:2:y:2014:i:4:p:205-220
Ordering information: This journal article can be ordered from
http://www.tandfonline.com/pricing/journal/tjrt20
DOI: 10.1080/23248378.2014.959083
Access Statistics for this article
International Journal of Rail Transportation is currently edited by Wanming Zhai and Kelvin C. P. Wang
More articles in International Journal of Rail Transportation from Taylor & Francis Journals
Bibliographic data for series maintained by Chris Longhurst ().