State-of-the-art report: GCL shear strength and its measurement

This paper presents a comprehensive source of information on the shear strength and shear strength testing of geosynthetic clay liners (GCLs). Essential concepts of shear stress–displacement behavior and shear strength interpretation are presented, including long-term performance issues, followed by detailed discussions on the laboratory measurement of the shear strength of GCLs and GCL interfaces. The paper also provides recommendations for the selection of design failure envelopes for stability analyses and checklists to assist users in the specification of GCL shear testing programs. North American practice is emphasized and discussions are focused primarily within the context of landfill bottom liner and cover systems. Conclusions are drawn with regard to GCL shear strength behavior and current GCL strength testing practice, improvements for GCL strength testing and reporting are suggested, and future research needs are identified.

[1]  George R. Koerner,et al.  Instrumentation for monitoring field performance of the Cincinnati GCL test plots , 1997 .

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

[3]  Patrick J. Fox,et al.  Bearing Capacity of Geosynthetic Clay Liners for Cover Soils of Varying Particle Size , 1996 .

[4]  Hisham T. Eid,et al.  Shear Behavior of an Unreinforced Geosynthetic Clay Liner , 1997 .

[5]  Robert M. Koerner,et al.  Shear strength parameters between geomembranes and cohesive soils , 1986 .

[6]  J. D. Brown,et al.  A New Ring Shear Apparatus and Its Application to the Measurement of Residual Strength , 1971 .

[7]  K. V. Maubeuge,et al.  Comparison of peel bond and shear tensile test methods for needlepunched geosynthetic clay liners , 2000 .

[8]  C Soydemir,et al.  Effect of normal stress during hydration and shear on the shear strength of GCL/textured geomembrane interfaces , 1997 .

[9]  Patrick J. Fox,et al.  Internal shear strength of three geosynthetic clay liners , 1998 .

[10]  J. P. Giroud,et al.  Hyperbolic expression for soil-geosynthetic or geosynthetic-geosynthetic interface shear strength , 1993 .

[11]  Robert M. Koerner,et al.  CREEP TESTING AND DATA EXTRAPOLATION OF REINFORCED GCLS , 2001 .

[12]  Hisham T. Eid,et al.  HDPE Geomembrane/Geotextile Interface Shear Strength , 1996 .

[13]  Ja Bove Direct Shear Friction Testing for Geosynthetics in Waste Containment , 1990 .

[14]  Daniel P LaGatta,et al.  Residual Strength of Clay and Clay-Shales by Rotation Shear Tests , 1970 .

[15]  H. Girard,et al.  Slope stability of lining systems—experimental modeling of friction at geosynthetic interfaces , 2002 .

[16]  Dhani B. Narejo A SIMPLE TILT TABLE DEVICE TO MEASURE INDEX FRICTION ANGLE OF GEOSYNTHETICS , 2003 .

[17]  Ks Merrill,et al.  Strength and conformance testing of a GCL used in a solid waste landfill lining system , 1997 .

[18]  Hisham T. Eid,et al.  Municipal solid waste slope failure. II : Stability analyses , 2000 .

[19]  E N Bromhead,et al.  A SIMPLE RING SHEAR APPARATUS , 1979 .

[20]  Timothy D. Stark,et al.  Shear Strength Characteristics of PVC Geomembrane-Geosynthetic Interfaces , 2001 .

[21]  Patrick J. Fox,et al.  Design and Evaluation of a Large Direct Shear Machine for Geosynthetic Clay Liners , 1997 .

[22]  Robert M. Koerner,et al.  Analysis and design of veneer cover soils , 2005 .

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

[24]  Biljana Kovačević Zelić,et al.  Shear strength testing on a GCL , 2002 .

[25]  Robert B. Gilbert,et al.  ANALYTICAL MODEL OF PROGRESSIVE SLOPE FAILURE IN WASTE CONTAINMENT SYSTEMS , 1996 .

[26]  P. J. Fox,et al.  Internal and interface shear strengths of unreinforced and needle-punched geosynthetic clay liners , 2004 .

[27]  Patrick J. Fox,et al.  Field Study of Installation Damage for Geosynthetic Clay Liners , 1998 .

[28]  Hangseok Choi,et al.  Occurrence and effect of bentonite migration in geosynthetic clay liners , 2004 .

[29]  Pascal Villard,et al.  Shear Strength Characterization of Geosynthetic Interfaces on Inclined Planes , 1999 .

[30]  David Arellano,et al.  Unreinforced Geosynthetic Clay Liner Case History , 1998 .

[31]  Krishna R. Reddy,et al.  Interface Shear Behavior of Landfill Composite Liner Systems: A Finite Element Analysis , 1996 .

[32]  David E. Daniel,et al.  Enhanced shear strength of sodium bentonite using frictional additives , 1997 .

[33]  David E. Daniel,et al.  Shear Strength Testing for Geosynthetic Clay Liners , 1997 .

[34]  Robert M. Koerner,et al.  Prefabricated bentonite clay liners , 1991 .

[35]  Hisham T. Eid,et al.  Shear Behavior of Reinforced Geosynthetic Clay Liners , 1996 .

[36]  Jw Cowland A Design Perspective on Shear Strength Testing of Geosynthetic Clay Liners , 1997 .

[37]  Tor Løken,et al.  The shearing behaviour of clays , 1989 .

[38]  Roy E. Olson,et al.  Shear Strength of Montmorillonite , 1970 .

[39]  N. Dixon,et al.  Discussion of “Landfill Liner Interface Strengths from Torsional-Ring-Shear Tests” by Timothy D. Stark and Alan R. Poeppel , 1995 .

[40]  Hisham T. Eid,et al.  Effect of Shear Displacement Rate on Internal Shear Strength of a Reinforced Geosynthetic Clay Liner , 1999 .

[41]  J. Michael Duncan,et al.  Progressive Failure of Lined Waste Impoundments , 2001 .

[42]  E. Kavazanjian,et al.  Hydrated area of a bentonite layer encapsulated between two geomembranes , 2004 .

[43]  Hisham T. Eid,et al.  Municipal Solid Waste Slope Failure. I: Waste and Foundation Soil Properties , 2000 .

[44]  Robert B. Gilbert,et al.  Strain-softening behavior of waste containment system interfaces , 1996 .

[45]  Larry W. Well,et al.  Testing and acceptance criteria for geosynthetics clay liners , 1997 .

[46]  Rudolph Bonaparte,et al.  Slope Stability of Geosynthetic Clay Liner Test Plots , 1998 .

[47]  Robert B. Gilbert,et al.  Shear Strength of Reinforced Geosynthetic Clay Liner , 1996 .

[48]  Timothy D. Stark,et al.  LANDFILL LINER INTERFACE STRENGTHS FROM TORSIONAL-RING-SHEAR TESTS. DISCUSSION AND CLOSURE , 1994 .

[49]  Rh Swan,et al.  Short-Term and Creep Shear Characteristics of a Needlepunched Thermally Locked Geosynthetic Clay Liner , 1997 .

[50]  Patrick J. Fox,et al.  Hydraulic performance of geosynthetic clay liners under gravel cover soils , 2000 .

[51]  Rj Trauger,et al.  Long-Term Shear Strength Behavior of a Needlepunched Geosynthetic Clay Liner , 1997 .

[52]  S Seeger,et al.  LONG TERM TENSILE TESTING OF POLYOLEFIN FIBERS IN GEOTEXTILES , 2002 .

[53]  Timothy D. Stark,et al.  Closure of "Landfill Liner Interface Strengths from Torsional-Ring-Shear Tests" , 1995 .

[54]  J. M. Duncan,et al.  Nonlinear Analysis of Stress and Strain in Soils , 1970 .

[55]  Robert M. Koerner,et al.  Geotechnical Aspects of Landfill Design and Construction , 2001 .

[56]  Timothy D. Stark,et al.  Closure to “Landfill Liner Interface Strengths from Torsional-Ring-Shear Tests” by Timothy D. Stark and Alan R. Poeppel , 1995 .

[57]  David E. Daniel,et al.  Effects of cyclic loading on internal shear strength of unreinforced geosynthetic clay liner , 1998 .

[58]  Timothy D. Stark Effect of swell pressure on GCL cover stability , 1997 .

[59]  Patrick J. Fox,et al.  SHEAR STRENGTH OF HDPE GEOMEMBRANE/GEOSYNTHETIC CLAY LINER INTERFACES , 2001 .

[60]  Patrick J. Fox,et al.  Laboratory Measurement of GCL Shear Strength , 2004 .