PMID- 28788321
OWN - NLM
STAT- PubMed-not-MEDLINE
LR  - 20201001
IS  - 1996-1944 (Print)
IS  - 1996-1944 (Electronic)
IS  - 1996-1944 (Linking)
VI  - 6
IP  - 9
DP  - 2013 Sep 17
TI  - The Tension and Puncture Properties of HDPE Geomembrane under the Corrosion of 
      Leachate.
PG  - 4109-4121
LID - 10.3390/ma6094109 [doi]
AB  - To investigate the gradual failure of high-density polyethylene (HDPE) 
      geomembrane as a result of long-term corrosion, four dynamic corrosion tests were 
      conducted at different temperatures and durations. By combining tension and 
      puncture tests, we systematically studied the variation law of tension and 
      puncture properties of the HDPE geomembrane under different corrosion conditions. 
      Results showed that tension and puncture failure of the HDPE geomembrane was 
      progressive, and tensile strength in the longitudinal grain direction was 
      evidently better than that in the transverse direction. Punctures appeared 
      shortly after puncture force reached the puncture strength. The tensile strength 
      of geomembrane was in inversely proportional to the corrosion time, and the 
      impact of corrosion was more obvious in the longitudinal direction than 
      transverse direction. As corrosion time increased, puncture strength decreased 
      and corresponding deformation increased. As with corrosion time, the increase of 
      corrosion temperature induced the decrease of geomembrane tensile strength. 
      Tensile and puncture strength were extremely sensitive to temperature. Overall, 
      residual strength had a negative correlation with corrosion time or temperature. 
      Elongation variation increased initially and then decreased with the increase in 
      temperature. However, it did not show significant law with corrosion time. The 
      reduction in puncture strength and the increase in puncture deformation had 
      positive correlations with corrosion time or temperature. The geomembrane 
      softened under corrosion condition. The conclusion may be applicable to the 
      proper designing of the HDPE geomembrane in landfill barrier system.
FAU - Xue, Qiang
AU  - Xue Q
AD  - State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of 
      Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China. 
      qiangx@whrsm.ac.cn.
FAU - Zhang, Qian
AU  - Zhang Q
AD  - State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of 
      Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China. 
      zq_cersm@163.com.
FAU - Li, Zhen-Ze
AU  - Li ZZ
AD  - State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of 
      Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China. 
      xuerundan@163.com.
FAU - Xiao, Kai
AU  - Xiao K
AD  - State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of 
      Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China. 
      xk_cersm@163.com.
LA  - eng
PT  - Journal Article
DEP - 20130917
PL  - Switzerland
TA  - Materials (Basel)
JT  - Materials (Basel, Switzerland)
JID - 101555929
PMC - PMC5452658
OTO - NOTNLM
OT  - HDPE geomembrane
OT  - corrosion of leachate
OT  - landfill
OT  - puncture properties
OT  - tension properties
COIS- The authors declare no conflict of interest.
EDAT- 2013/09/17 00:00
MHDA- 2013/09/17 00:01
PMCR- 2013/09/17
CRDT- 2017/08/10 06:00
PHST- 2013/07/29 00:00 [received]
PHST- 2013/08/28 00:00 [revised]
PHST- 2013/09/10 00:00 [accepted]
PHST- 2017/08/10 06:00 [entrez]
PHST- 2013/09/17 00:00 [pubmed]
PHST- 2013/09/17 00:01 [medline]
PHST- 2013/09/17 00:00 [pmc-release]
AID - ma6094109 [pii]
AID - materials-06-04109 [pii]
AID - 10.3390/ma6094109 [doi]
PST - epublish
SO  - Materials (Basel). 2013 Sep 17;6(9):4109-4121. doi: 10.3390/ma6094109.