Correlating Index Properties and Hydraulic Conductivity of Geosynthetic Clay Liners

Three index properties (liquid limit, sedimentation volume, and swell index) of two sodium bentonites from geosynthetic clay liners (GCLs) are correlated with the hydraulic conductivity (k) of the same GCLs to evaluate the suitability of index properties for evaluating chemical compatibility. Deionized water (DIW) and calcium chloride (Ca Cl2 ) solutions were used for hydration (index tests) and permeation (hydraulic conductivity tests). In general, increasing the Ca Cl2 concentration caused each index property to decrease and the hydraulic conductivity to increase relative to values obtained with DIW, with the strongest correlations obtained with the liquid limit. The correspondence between index properties and hydraulic conductivity differed by index property, the quality of the bentonite, and the effective stress applied during the hydraulic conductivity test. Thus, correlations used for compatibility assessments are specific to the bentonite in the GCL and the stress conditions being applied. Results ...

[1]  Craig H. Benson,et al.  HYDRAULIC CONDUCTIVITY AND SWELL OF NONPREHYDRATED GEOSYNTHETIC CLAY LINERS PERMEATED WITH MULTISPECIES INORGANIC SOLUTIONS , 2004 .

[2]  Craig H. Benson,et al.  Long-term hydraulic conductivity of a geosynthetic clay liner permeated with inorganic salt solutions , 2005 .

[3]  Craig H. Benson,et al.  Evaluating the hydraulic conductivity of GCLs permeated with non-standard liquids , 2000 .

[4]  Interaction of Earthen Liner Materials with Industrial Waste Leachate , 1988 .

[5]  Craig H. Benson,et al.  HYDRAULIC CONDUCTIVITY AND SWELLING OF NONPREHYDRATED GCLS PERMEATED WITH SINGLE-SPECIES SALT SOLUTIONS , 2001 .

[6]  David E. Daniel,et al.  Calcium and sodium bentonite for hydraulic containment applications , 1997 .

[7]  Robert M. Quigley,et al.  Controlling the destructive effects of clay – organic liquid interactions, by application of effective stresses , 1991 .

[8]  R. Kerry Rowe,et al.  Geosynthetic clay liner (GCL) - chemical compatibility by hydraulic conductivity testing and factors impacting its performance , 1997 .

[9]  D. B. Narejo,et al.  Compatibility of Geosynthetic Clay Liners with Three Pennsylvania Municipal Solid Waste Leachates , 1995 .

[10]  Charles D. Shackelford,et al.  Electrical Conductivity Breakthrough Curves , 1999 .

[11]  James K. Mitchell,et al.  Fluid Conductivity Testing of Fine‐Grained Soils , 1984 .

[12]  R M Quigley,et al.  Selected Factors Influencing GCL Hydraulic Conductivity , 1997 .

[13]  K Prakash,et al.  Percussion and cone methods of determining the liquid limit of soils: controlling mechanisms , 2000 .

[14]  R M Quigley,et al.  Comparison of Laboratory-Measured GCL Hydraulic Conductivity Based on Three Permeameter Types , 1997 .

[15]  Craig H. Benson,et al.  Effect of Wet-Dry Cycling on Swelling and Hydraulic Conductivity of GCLs , 2000 .

[16]  David Fullerton,et al.  Field Performance of GCL under Ion Exchange Conditions , 1997 .

[17]  James K. Mitchell,et al.  Chemical Effects on Clay Hydraulic Conductivity , 1987 .

[18]  Sudhakar M. Rao,et al.  Compressibility behaviour of homoionized bentonites , 1986 .

[19]  S. Melchior,et al.  In-situ studies on the performance of landfill caps (compacted soil liners, geomembranes, geosynthetic clay liners, capillary barriers) , 1997 .

[20]  T. Egloffstein Natural bentonites—influence of the ion exchange and partial desiccation on permeability and self-healing capacity of bentonites used in GCLs , 2001 .

[21]  Charles D. Shackelford,et al.  Waste-Soil Interactions that Alter Hydraulic Conductivity , 1994 .

[22]  David E. Daniel,et al.  Results of laboratory tests on a geotextile/bentonite liner material , 1991 .

[23]  M. McBride Environmental Chemistry of Soils , 1994 .

[24]  J. Bowders,et al.  First-Exposure Performance of the Bentonite Component of a GCL in a Low-pH, Calcium-Enriched Environment , 1997 .

[25]  D. E. Daniel,et al.  HYDRAULIC CONDUCTIVITY OF COMPACTED CLAY TO DILUTE ORGANIC CHEMICALS. , 1987 .

[26]  Garrison Sposito,et al.  The thermodynamics of soil solutions , 1981 .

[27]  Yalcin B. Acar,et al.  PORE FLUID EFFECTS ON THE FABRIC AND HYDRAULIC CONDUCTIVITY OF LABORATORY-COMPACTED CLAY , 1989 .

[28]  Robert M. Koerner,et al.  Field studies and excavations of geosynthetic clay barriers in landfill covers , 2021, Clay Geosynthetic Barriers.

[29]  Christopher R. Ryan,et al.  Vertical Barriers in Soil for Pollution Containment , 1987 .

[30]  David E. Daniel,et al.  State-of-the-Art: Laboratory Hydraulic Conductivity Tests for Saturated Soils , 1994 .

[31]  Hsin-Yu Shan,et al.  Effect of hydrating liquid on the hydraulic properties of geosynthetic clay liners , 2002 .

[32]  James K. Mitchell,et al.  Fundamentals of soil behavior , 1976 .

[33]  Charles D. Shackelford,et al.  Impact of Bentonite Quality on Hydraulic Conductivity of Geosynthetic Clay Liners , 2005 .

[34]  David E. Daniel,et al.  Geosynthetic clay liners permeated with chemical solutions and leachates , 1997 .

[35]  H. Jo,et al.  Hydraulic conductivity of partially prehydrated geosynthetic clay liners permeated with aqueous calcium chloride solutions , 2001 .