Effect of the Impact of Chemical and Environmental Factors on the Durability of the High Density Polyethylene (HDPE) Geogrid in a Sanitary Landfill

A high density polyethylene (HDPE) uniaxial geogrid was exhumed after twenty years of service in a sanitary landfill, and its properties were examined. A geogrid installed in a landfill is exposed to mechanical and chemical factors (e.g., a wide pH range and high temperatures), as well as different weather conditions. This paper presents the results of physical and mechanical analyses of virgin and aged HDPE geogrid samples. Structural changes observed by differential scanning calorimetry and Fourier transform infrared spectroscopy (FT-IR) spectroscopy correlate with the mechanical properties of the aged geogrid. The mechanical properties were found to have changed only slightly. In the FT-IR spectrum of the topmost layer of the aged geogrid samples, no significant changes were observed compared to the spectrum of the top layer of the virgin samples. This indicates the strong chemical resistance of the HDPE material, which is able to withstand environmental conditions for at least 20 years of service in a landfill.

[1]  Nicola Moraci,et al.  Deformative behaviour of different geogrids embedded in a granular soil under monotonic and cyclic pullout loads , 2012 .

[2]  Sandeep Kumar,et al.  Appl. Sci , 2013 .

[3]  R. Kerry Rowe,et al.  Durability of HDPE geomembranes , 2002 .

[4]  Robert M. Koerner,et al.  Designing with Geosynthetics , 1986 .

[5]  Ennio M. Palmeira,et al.  Soil–geosynthetic interaction: Modelling and analysis ☆ , 2009 .

[6]  Daehyeon Kim,et al.  Effects of Particle Size on the Shear Behavior of Coarse Grained Soils Reinforced with Geogrid , 2014, Materials.

[7]  E. Leflaive,et al.  Durability of geotextiles: the French experience , 1988 .

[8]  J R Bell,et al.  CONSTRUCTION OF A STEEP SIDED GEOGRID RETAINING WALL FOR AN OREGON COASTAL HIGHWAY. POLYMER GRID REINFORCEMENT: PROCEEDINGS OF A CONFERENCE SPONSORED BY THE SCIENCE AND ENGINEERING RESEARCH COUNCIL AND NETLON LTD AND HELD IN LONDON 22-23 MARCH 1984 , 1985 .

[9]  A. Netravali,et al.  Chemical aging effects on the physio-mechanical properties of polyester and polypropylene geotextiles , 1994 .

[10]  R. Koerner,et al.  Antioxidant depletion lifetime in high density polyethylene geomembranes , 1998 .

[11]  Robert M. Koerner,et al.  Remaining technical barriers to obtaining general acceptance of geosynthetics , 1992 .

[12]  R. Rowe,et al.  Leachate chemical composition effects on OIT depletion in an HDPE geomembrane , 2008 .

[13]  Taro Uchimura,et al.  Viscous deformation of geosynthetic reinforcement under cyclic loading conditions and its model simulation , 2004 .

[14]  V Elias,et al.  Corrosion/Degradation of Soil Reinforcements for Mechanically Stabilized Earth Walls and Reinforced Soil Slopes , 1997 .

[15]  F. Peng,et al.  Effects of loading rate on viscoplastic properties of polymer geosynthetics and its constitutive modeling , 2010 .

[16]  E. Koda Anthropogenic waste products utilization for old landfills rehabilitation , 2012 .

[17]  Rudolf Hufenus,et al.  Strength reduction factors due to installation damage of reinforcing geosynthetics , 2005 .

[18]  G. Pinter,et al.  Thermo‐Oxidative Degradation during Creep Crack Growth of PE‐HD Grades as Assessed by FT‐IR Spectroscopy , 2004 .

[19]  M. Miles,et al.  Growth of polymer crystals during annealing , 1976 .

[20]  A. Sawicki,et al.  Influence of Strain Rate on the Load-Strain Characteristics of Geosynthetics , 2002 .

[21]  R. Rowe,et al.  Ageing of HDPE geomembrane exposed to air, water and leachate at different temperatures , 2009 .

[22]  B. Wunderlich Reversible crystallization and the rigid-amorphous phase in semicrystalline macromolecules , 2003 .

[23]  Y. Hsuan,et al.  TEMPERATURE AND PRESSURE EFFECTS ON THE OXIDATION OF HIGH-DENSITY POLYETHYLENE GEOGRIDS , 2005 .

[24]  Richard J. Bathurst,et al.  In-Isolation Cyclic Load-Extension Behavior of Two Geogrids , 1994 .

[25]  Y. Kong,et al.  The measurement of the crystallinity of polymers by DSC , 2002 .

[26]  Nicola Moraci,et al.  Influence of cyclic tensile loading on pullout resistance of geogrids embedded in a compacted granular soil , 2009 .