Representative stress crack resistance of polyolefin geomembranes used in waste management

被引:33
作者
Rowe, R. Kerry [1 ]
Morsy, M. s [1 ]
Ewais, A. m r [2 ]
机构
[1] Queens Univ, GeoEngn Ctr Queens RMC, Kingston, ON K7L 3N6, Canada
[2] Ain Shams Univ, Soil Mech & Fdn Engn Unit, Struct Engn Dept, Cairo, Egypt
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
Landfill; Geomembranes; Landfill Liners; Physical ageing; Residual stresses; Stress-crack resistance; Polyolefin; RESIDUAL-STRESS; ANTIOXIDANT DEPLETION; HDPE GEOMEMBRANE; LEACHATE; PROPAGATION; PERFORMANCE; MORPHOLOGY; PIPE;
D O I
10.1016/j.wasman.2019.08.028
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
The decrease in stress crack resistance (SCR) of geomembranes (GMBs) due to physical ageing is examined. It is shown that the SCR of a 1.5 mm high density polyethylene (HDPE) GMB immersed in municipal solid waste (MSW) leachate, deionized (DI) water, and air experienced a decrease to an equilibrium value, denoted herein as SCRm, in a few months and then did not change for the remainder of a 116-month test. The same GMB was also immersed in basic mining pregnant leach solution (PLS) and brine and a similar decrease in SCR to SCRm was observed in the first three months. For this GMB, SCRm was about 50% of the initial SCR value (i.e., SCRm similar to 0.5-SCRo) for all incubation fluids examined. It is then shown that this behaviour is not unique. Seven other high density polyethylene (HDPE) and one blended polyolefin (BPO) GMBs are shown to experience a decrease in SCR to 0.17.SCRo < SCRm <= 0.56.SCRo without any evidence of oxidative degradation. The magnitude of SCRm is shown to be product specific. In contrast, the one linear low density polyethylene (LLDPE) examined exhibited no such physical ageing. The implications for designing with GMBs are discussed. (C) 2019 Elsevier Ltd. All rights reserved.
引用
收藏
页码:18 / 27
页数:10
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