Durability of LDPE Geomembrane within Sealing System of MSW (Landfill)
Commenced in January 2007
Frequency: Monthly
Edition: International
Paper Count: 33093
Durability of LDPE Geomembrane within Sealing System of MSW (Landfill)

Authors: L. Menaa, A. Cherifi, K. Tigouirat, M. Choura

Abstract:

Analyse of locally manufactured Low Density Polyethylene (LDPE) durability, used within lining systems at bottom of Municipal Solid Waste (landfill), is done in the present work. For this end, short and middle time creep behavior under tension of the analyzed material is carried out. The locally manufactured material is tested and compared to the European one (LDPE-CE). Both materials was tested in 03 various mediums: ambient and two aggressive (salty water and foam water), using three specimens in each case. A testing campaign is carried out using an especially designed and achieved testing bench. Moreover, characterisation tests were carried out to evaluate the medium effect on the mechanical properties of the tested material (LDPE). Furthermore, experimental results have been used to establish a law regression which can be used to predict creep behaviour of the analyzed material. As a result, the analyzed LDPE material has showed a good stability in different ambient and aggressive mediums; as well, locally manufactured LDPE seems more flexible, compared with the European one. This makes it more useful to the desired application.

Keywords: LDPE membrane, solid waste, aggressive mediums, durability

Digital Object Identifier (DOI): doi.org/10.5281/zenodo.1330241

Procedia APA BibTeX Chicago EndNote Harvard JSON MLA RIS XML ISO 690 PDF Downloads 1552

References:


[1] Thomas, R. 2002. Private ommunication. Compatibility Test for Wastes and Membrane Liners.
[2] Sangam, H.P., Rowe, R.K. 2002. Permeation of Organic Pollutants Through a 14 year old Field-Exhumed HDPE Geomembrane. Geosynthetics State of the Art Recent Developments Vol. 2, A.A. Balkema Publishers, Lisse, The Netherlands, pp 531-534.
[3] Peggs, I.D. 2003. Forensic Analysis of the Performance Geomembrane and GCL Lining Systems. IFAI, Roseville, MN, Tab 7.
[4] Hessel, J. 1990. Evaluation of the Requisite Long-term Strength of Welds in PEHD Lining Sheets, Montreal, Canada.
[5] Hsuan, Y.G., Koerner, R.M. 1998. Antioxidant Depletion Lifetime in High Density Polyethylene Geomembranes. Journal of Geotechnical and Geoenvironmental Engineering, Vol. 124, No. 6, ASCE, Danvers, MA, pp 532-541,
[6] Hsuan, Y.G., Guan, Z. 1998. Antioxidant Depletion During Thermal Oxidation of High Density Polyethylene Geomembranes. Proceedings of Sixth International Conference on Geosynthetics, IFAI, Roseville, MN, pp 375-380.
[7] Giroud, J.P., Bonaparte, R. 1989. Leakage Through Liners Constructed with Geomembranes. Geotextiles and Geomembranes, Part 1,Vol. 8, pp 27-67.
[8] Michel C. 1998. Polymers and composites, thermoplastic Materials. T1, A-M 3 305.
[9] Sandor FUZESSETRY, T1 A3310, "Low Density PolyEthylene", (11- 1996),
[10] Soong, T.Y., Lord, A.E. and Koerner, R.M. 1994. Stress Relaxation Behavior of HDPE Geomembranes. Proceedings of the Fifth International Conference on Geotextiles, Geomembranes and Related Products, Southeast Asia Chapter of the International Geotextile Society, Singapore, pp: 1121-1124.
[11] NF EN ISO 527. 1990. Plastics, Determination of properties under traction, Part 1, General principles.