Durability of HDPE Geomembrane Seams Immersed in Brine for Three Years

被引:20
作者
Rowe, R. Kerry [1 ]
Shoaib, Mohamad [2 ]
机构
[1] Queens Univ, GeoEngn Ctr, Queens RMC, Geotech & Geo Environm Engn, Kingston, ON K7L 3N6, Canada
[2] Queens Univ, GeoEngn Ctr, Queens RMC, Kingston, ON K7L 3N6, Canada
基金
加拿大自然科学与工程研究理事会; 加拿大创新基金会;
关键词
Geosynthetics; Geomembrane; Seam; Welds; Antioxidant depletion; Shear test; Peel test; LONG-TERM PERFORMANCE; ANTIOXIDANT DEPLETION; OIT DEPLETION; SOLAR PONDS; LEACHATE; BEHAVIOR;
D O I
10.1061/(ASCE)GT.1943-5606.0001817
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
This paper examines the long-term durability of two dual wedge welded 1.5-mm-thick high-density polyethylene (HDPE) geomembranes (GMBs). The two GMBs, which had different resins, and the welds initially met relevant standards. The welded GMBs were immersed in a brine solution with 200g/L total dissolved solids and pH 8.7 at four different temperatures (40, 65, 75, and 85 degrees C) for 3 years. Changes in standard oxidative induction time (Std-OIT) and high-pressure oxidative induction time (HP-OIT) were monitored at (1)the GMB well away from the weld, (2)the heat-affected zone beside the weld, and (3)the welded zone. The Std-OIT and HP-OIT depletion were fastest in the heat-affected zone adjacent to the weld and slowest in the weld itself. Both the Std-OIT and HP-OIT were still depleting, without having reached a residual value, when degradation in physical properties was observed. Brine has a greater effect on time to nominal failure for the peel break strength than for the shear break strength and elongation. Aging of the GMB in the heat-affected zone beside the weld controls the time to nominal failure. The importance of the welds in the consideration of GMB service-life is highlighted. (C) 2017 American Society of Civil Engineers.
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页数:12
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