Effect of the Impact of Chemical and Environmental Factors on the Durability of the High Density Polyethylene (HDPE) Geogrid in a Sanitary Landfill
暂无分享,去创建一个
J. Kawalec | Eugeniusz Koda | Wojciech Fabianowski | Agnieszka Kiersnowska | E. Koda | J. Kawalec | A. Kiersnowska | W. Fabianowski
[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 .