Design life prediction of a heavy haul track foundation

被引:19
作者
Graebe, P. J. [1 ]
Shaw, F. J. [2 ]
机构
[1] Univ Pretoria, Dept Civil Engn, ZA-0001 Pretoria, South Africa
[2] Track Testing Ctr, Transnet Freight Rail Track Technol, Jeppestown, South Africa
关键词
permanent deformation; resilient deformation; track foundation; foundation design; design life prediction; DEFORMATION;
D O I
10.1243/09544097JRRT371
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Transnet Freight Rail monitors the behaviour of a new track foundation, constructed in 2004, on the South African Coal Line. This site forms part of a major rehabilitation project, aimed at increasing the capacity of the line to sustain future growth in annual tonnage. Sophisticated instrumentation is used to measure resilient and permanent deformation of the track foundation. Preliminary results of this research were published shortly after the construction of the new track foundation. Results of the permanent deformation, gathered over a period of 5 years, are now presented to provide new insight into the long-term behaviour of track foundations. Permanent deformation measurements are used to calculate the expected design life of a track foundation. The results are used to predict permanent deformation and ultimately the design life of the track foundation under heavy haul loading conditions. The research provides a scientific basis for planning foundation rehabilitation in the light of sustained capital expansion and projected tonnage increase on the Coal Line and other heavy haul lines.
引用
收藏
页码:337 / 344
页数:8
相关论文
共 18 条
[1]   Soil mechanics in pavement engineering [J].
Brown, SF .
GEOTECHNIQUE, 1996, 46 (03) :383-425
[2]   Effects of Principal Stress Rotation on Permanent Deformation in Rail Track Foundations [J].
Grabe, P. J. ;
Clayton, C. R. I. .
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2009, 135 (04) :555-565
[3]  
Grabe P J., 2005, Proceedings of the 8th International Heavy Haul Conference, P287
[4]  
Grabe P.J., 2002, Ph.D. Thesis
[5]  
GRABE PJ, 1999, P UIC TRACK TECHN IN, P183
[6]  
GRABE PJ, 1998, P AREMA C BALL SUBGR
[7]  
Hall BE, 1985, CIV ENG S AFRICA, V27, P147
[8]  
HALL BE, 1985, CIV ENG S AFRICA, V27, P156
[9]   State of the art. II: Permanent strain response of unbound aggregates [J].
Lekarp, F ;
Isacsson, U ;
Dawson, A .
JOURNAL OF TRANSPORTATION ENGINEERING-ASCE, 2000, 126 (01) :76-83
[10]  
Li D., 1994, THESIS U MASSACHUSET