Cyclic filtration apparatus for testing subballast under rail track

被引:26
作者
Haque, Asadul [1 ]
Kabir, Ehteshamul [1 ]
Bouazza, Abdelmalek [1 ]
机构
[1] Monash Univ, Dept Civil Engn, Melbourne, Vic 3800, Australia
关键词
D O I
10.1061/(ASCE)1090-0241(2007)133:3(338)
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
An apparatus capable of testing subballast-subgrade filtration behavior under cyclic loading is presented. The apparatus can be used to accurately monitor the pressure fluctuations, permeability of the filtration system, and turbidity variations of the effluent with time. The test results show that the frequency of cyclic loading has an influence on the filtration behavior of subballast material used in railway tracks. Further, the effect of cyclic load on the design and selection of subballast materials over a wet subgrade must be considered to avoid filter malfunctioning.
引用
收藏
页码:338 / 341
页数:4
相关论文
共 11 条
[1]  
AREMA (American Railway Engineering and Maintenance-of-Way Association), 2004, MAN RAILW ENG
[2]   Erosion stability of punctured geotextile filters subjected to cyclic wave loadings - a laboratory study [J].
Chew, SH ;
Tian, H ;
Tan, SA ;
Karunaratne, GP .
GEOTEXTILES AND GEOMEMBRANES, 2003, 21 (04) :221-239
[3]  
HAQUE A, 1992, THESIS ASIAN I TECHN
[4]  
Haque A., 2004, P 9 ANZ AUSTR NZ C G, V2, P867
[5]   IMPROVED FILTER CRITERION FOR COHESIONLESS SOILS [J].
HONJO, Y ;
VENEZIANO, D .
JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE, 1989, 115 (01) :75-94
[6]  
INDRARATNA B, 1996, P 2 INT C GEOF, P1
[7]   FILTRATION OF BROADLY GRADED COHESIONLESS SOILS [J].
LAFLEUR, J ;
MLYNAREK, J ;
ROLLIN, AL .
JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE, 1989, 115 (12) :1747-1768
[8]   FILTER TESTING OF BROADLY GRADED COHESIONLESS TILLS [J].
LAFLEUR, J .
CANADIAN GEOTECHNICAL JOURNAL, 1984, 21 (04) :634-643
[9]  
*RIC, 2001, TS3422 RIC NSW
[10]   BASIC PROPERTIES OF SAND AND GRAVEL FILTERS [J].
SHERARD, JL ;
DUNNIGAN, LP ;
TALBOT, JR .
JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE, 1984, 110 (06) :684-700