期刊文献+

Causes, effects and control of seasonal frost action in railways 被引量:2

Causes, effects and control of seasonal frost action in railways
下载PDF
导出
摘要 Seasonally cold climate and resulting frost action set great demands to railway track substructure in order to maintain Irack geomelry. Chal- lenges culminate on high-speed lines, where the tolerances for roughness are the tightest. Problems may result in highly increased Irack maintenance and need for temporary speed reslrictions. The causes of frost action can be associated with subsoil, subballast or ballast. The major concern in frost protection is to avoid the freezing of frost susceptible subsoil by using sufficient thickness of subballast and relying on non-fi'ost-susctible subballast material. This paper provides an overview of the main research findings on the role of ballast, subballast and subsoil in frost acedon. In new comlruclion the material specificalions, design procedures and construction methods have been developed to ensure adequate performance of Irack subscatt, but special challenges exist in managing existing Wacks that were not designed for modem requirements. In order to perform cost-effective and sustainable track maintenance, it is necessary to recognize the problem areas and define the root-causes of problems. For locating the problem sections and defining the causes of defects, a sophisticated analysis based on integration of track geometry and ground penetrating radar (GPR) data has been developed and is summarized in this paper, Seasonally cold climate and resulting frost action set great demands to railway track substructure in order to maintain Irack geomelry. Chal- lenges culminate on high-speed lines, where the tolerances for roughness are the tightest. Problems may result in highly increased Irack maintenance and need for temporary speed reslrictions. The causes of frost action can be associated with subsoil, subballast or ballast. The major concern in frost protection is to avoid the freezing of frost susceptible subsoil by using sufficient thickness of subballast and relying on non-fi'ost-susctible subballast material. This paper provides an overview of the main research findings on the role of ballast, subballast and subsoil in frost acedon. In new comlruclion the material specificalions, design procedures and construction methods have been developed to ensure adequate performance of Irack subscatt, but special challenges exist in managing existing Wacks that were not designed for modem requirements. In order to perform cost-effective and sustainable track maintenance, it is necessary to recognize the problem areas and define the root-causes of problems. For locating the problem sections and defining the causes of defects, a sophisticated analysis based on integration of track geometry and ground penetrating radar (GPR) data has been developed and is summarized in this paper,
出处 《Research in Cold and Arid Regions》 CSCD 2013年第4期363-367,共5页 寒旱区科学(英文版)
基金 Finnish Transport Agency for enabling the research
关键词 frost action railway Irack BALLAST subballast SUBSOIL frost susceptibility ground peneWating radar track geometry Irackmaintenance frost action railway Irack ballast subballast subsoil frost susceptibility ground peneWating radar, track geometry Irackmaintenance
  • 相关文献

参考文献12

  • 1EN 13848-5:2008+A1:2010. Railway Applications. Track. Track Geometry Quality, Part 5: Geometric Quality Levels. Plain Line. CEN, pp. 22.
  • 2Highway Research Board, 1955. Highway research board committee on frost heave and frost action in soil. Highway Research Board Bulletin, III: 107-110.
  • 3ISSMFE (International Society of Soil Mechanics and Foundation Engineering) Technical Committee on Frost, TC-8, 1989. Work report 1985-1989. VTT Symposium 94, Frost in geotechnical engineering, Saariselkii, Finland l3.-15.3. Espoo, VTT. VoU, pp. 15-70.
  • 4Nunnikolu A, Kolisoja P, 2005. Extruded polystyrene (XPS) foam frost insulation boards in railway structures. Proceedings of the 16th International Conference on Soil Mechanics and Geotechnical Engineering. Osaka, Japan, September 12-16.
  • 5Nunnikolu A, Kolisoja P, 2008. The effect of fines content and quality on frost heave susceptibility of crushed rock aggregates used in railway track structure. Proceedings of the 9th International Conf on Permafrost. Fairbanks, USA, June 29-July 3. Vol. 2,pp. 1299-1305.
  • 6Nunnikolu A, 2005. Degradation and frost susceptibility of crushed rock aggregates used in structural layers of railway track. Doctoral thesis. Publication 567. Tampere University of Technology, pp. 235, app. 65.
  • 7Nunnikolu A, 2010. Fouling and frost susceptibility of railway ballast and subballast, field and laboratory study. ISBN 978-3-639-23623-1. VDM Publishing House, pp. 235, app. 6.
  • 8Pylkkanen K, Nunnikolu A, 2011. Frost susceptibility of railway subballast rnaterials. Proceedings of International Heavy Haul Association Conference, IHHA 2011, June 19-22, Calgary, Canada.
  • 9Pylkkanen K, Luornala H, Guthrie WS, Nunnikolu A, 2012. Real-time in-situ monitoring of frost depth, seasonal frost heave, and moisture in railway track structures. Proceedings of 15th International Conference on Cold Regions Engineering. Quebec, Canada, August 19-22.
  • 10Silvast M, Nunnikolu A, Wiljanen B, Levomiiki M, 2010. An inspection of railway ballast quality using ground penetrating radar in Finland. Proc. IMechE, Part F: 1. Rail and Rapid Transit, 224(F5): 345-351. doi: 1 0.1243/09544097JRRT367.

同被引文献19

引证文献2

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部