Observations of bentonite erosion from solar-driven moisture migration in GCLs covered only by a black geomembrane
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[1] David Airey,et al. Laboratory investigation of thermally induced desiccation of GCLs in double composite liner systems , 2011 .
[2] A. Bouazza,et al. Bentonite transformations in strongly alkaline solutions , 2010 .
[3] T. Pelte,et al. Thermal Analysis of Geomembrane Exposed to Solar Radiation , 1994 .
[4] W. A. Take,et al. Development of suction measurement techniques to quantify the water retention behaviour of GCLs , 2010 .
[5] W. A. Take,et al. Physical modelling of nonwoven/nonwoven GCL shrinkage under simulated field conditions , 2013 .
[6] Mohammad T. Rayhani,et al. Laboratory investigation of GCL hydration from clayey sand subsoil , 2012 .
[7] R. Brachman,et al. Assessment of alternative protection layers for a geomembrane - geosynthetic clay liner (GM-GCL) composite liner , 2008 .
[8] Jinchun Chai,et al. Self healing capacity of geosynthetic clay liners and influencing factors , 2013 .
[9] J. P. Giroud,et al. Quantification of geosynthetic behavior , 2020, Geosynthetics International.
[10] Abdelmalek Bouazza,et al. The impact of mining solutions/liquors on geosynthetics , 2010 .
[11] Dominique Guyonnet,et al. Swell index, oedopermeametric, filter press and rheometric tests for identifying the qualification of bentonites used in GCLs , 2010 .
[12] C. Benson,et al. Hydraulic conductivity of two geosynthetic clay liners permeated with a hyperalkaline solution , 2010 .
[13] W. A. Take,et al. Water-Retention Behavior of Geosynthetic Clay Liners , 2011 .
[14] Robert M. Koerner,et al. Bearing Capacity of Hydrated Geosynthetic Clay Liners , 1995 .
[15] R. K. Rowe,et al. Thermal exposure conditions for a composite liner with a black geomembrane exposed to solar radiation , 2015 .
[16] Charles D. Shackelford,et al. Hydraulic conductivity of geosynthetic clay liners to tailings impoundment solutions , 2010 .
[17] R. K. Rowe,et al. Quantifying geomembrane wrinkles using aerial photography and digital image processing , 2007 .
[18] M. Chappel,et al. QUEEN'S COMPOSITE GEOSYNTHETIC LINER EXPERIMENTAL SITE , 2007 .
[19] David Airey,et al. Modelling of thermally induced desiccation of geosynthetic clay liners in double composite liner systems , 2012 .
[20] L. Bostwick. Laboratory study of geosynthetic clay liner shrinkage when subjected to wet/dry cycles , 2009 .
[21] R. Brachman,et al. Deformations of a geosynthetic clay liner beneath a geomembrane wrinkle and coarse gravel , 2006 .
[22] R. K. Rowe,et al. Numerical investigation of transient hydration of unsaturated geosynthetic clay liners , 2012 .
[23] R. Kerry. Short- and long-term leakage through composite liners. The 7th Arthur Casagrande Lecture1 1This lecture was presented at the 14th Pan-American Conference on Soil Mechanics and Geotechnical Engineering, Toronto, Ont., October 2011, and a pre-print appeared in the conference proceedings. , 2012 .
[24] R. K. Rowe,et al. Anisotropy and directional shrinkage of geosynthetic clay liners , 2010 .
[25] W. A. Take,et al. Thermal Expansion and Contraction of Geomembrane Liners Subjected to Solar Exposure and Backfilling , 2012 .
[26] Dominique Guyonnet,et al. Influence of subgrade, temperature and confining pressure on GCL hydration , 2012 .
[27] Hangseok Choi,et al. Occurrence and effect of bentonite migration in geosynthetic clay liners , 2004 .
[28] Craig H. Benson,et al. Properties of geosynthetics exhumed from a final cover at a solid waste landfill , 2010 .
[29] W. A. Take,et al. GCL hydration under simulated daily thermal cycles , 2011 .
[30] C. Shackelford,et al. Consolidation enhanced membrane behavior of a geosynthetic clay liner , 2011 .
[31] R. K. Rowe,et al. Prediction of geosynthetic clay liner desiccation in low stress applications , 2013 .
[32] R. Rowe,et al. Effect of GCL and subgrade type on internal erosion in GCLs under high gradients , 2003 .
[33] J. Giroud,et al. Analysis of geomembrane wrinkles , 1992 .
[34] W. A. Take,et al. Large-Scale Quantification of Wrinkles in a Smooth Black HDPE Geomembrane , 2012 .
[35] R. Brachman,et al. Permeability and internal erosion of a GCL beneath coarse gravel , 2010 .
[36] Heather E. Jamieson,et al. The potential role of geosynthetic clay liners in mine water treatment systems , 2010 .
[37] Richard W I Brachman,et al. Factors affecting GCL hydration under isothermal conditions , 2011 .
[38] RoweR. Kerry,et al. Field study of wrinkles in a geomembrane at a composite liner test site , 2012 .
[39] Patrick J. Fox,et al. Hydraulic performance of geosynthetic clay liners under gravel cover soils , 2000 .
[40] L. E. Bostwick,et al. Effect of GCL Properties on Shrinkage When Subjected to Wet-Dry Cycles , 2011 .