Hydraulic conductivity to Jet-A1 of GCLs after up to 100 freeze-thaw cycles

被引:17
作者
Rowe, R. K. [1 ]
Mukunoki, T. [2 ]
Bathurst, R. J. [3 ]
机构
[1] Queens Univ, Queens RMC, GeoEngn Ctr, Kingston, ON, Canada
[2] Kumamoto Univ, Dept Civil & Environm Engn, Kumamoto 860, Japan
[3] Royal Mil Coll Canada, Queens RMC, GeoEngn Ctr, Kingston, ON, Canada
来源
GEOTECHNIQUE | 2008年 / 58卷 / 06期
关键词
geosynthetics; pollution/migration control;
D O I
10.1680/geot.2007.00002
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Needle-punched geosynthetic clay liner (GCL) specimens subjected to up to 100 freeze-thaw cycles in the laboratory, and GCL samples recovered from the field after 3 years, are examined to assess their permeability with respect to both water and Jet A-1 fuel using flexible wall permeameters. The mean GCL hydraulic conductivity with respect to water is shown to be 3.3 x 10(-11) m/s before freeze-thaw. The mean hydraulic conductivities after up to 100 freeze-thaw cycles did not change significantly, and were in the range 2.2-5.3 x 10(-11) m/s. Freeze-thaw cycles did reduce the entry pressure required for Jet A-1 to begin to permeate through the GCL from about 27 to 55 kPa with no freeze-thaw cycles to 13.8-20.7 kPa for 3 to 50 freeze-thaw cycles, and to 0-13.8 kPa after 100 freeze-thaw cycles. For the GCL specimens subjected to 5, 12 and 50 freeze-thaw cycles in the laboratory, the hydraulic conductivity with respect to Jet A-1 is less than 3 x 10(-11) m/s at a pressure just above the entry pressure, compared with less than 3 x 10(-12) m/s for GCL samples recovered from the field. The combined effect of many freeze-thaw cycles and permeation with Jet A-1 did result in an increase in hydraulic conductivity; however, the effect was small, and the GCL performed well with a maximum hydraulic conductivity of 1 x 10(-10) m/s after 100 freeze-thaw cycles.
引用
收藏
页码:503 / 511
页数:9
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