A new constitutive model for textured geomembrane/geotextile interfaces

Amadei, 1998, Applicability of existing models to predict the behaviour of replicas of natural fractures of welded tuff under different boundary conditions, Geotech. Geo. Eng., 16, 79, 10.1023/A:1008886106337

Anubahav, 2010, Modeling of soil-woven geotextile interface behavior from direct shear test results, Geotext. Geomembranes, 28, 403, 10.1016/j.geotexmem.2009.12.005

ASTM D5321-02. Standard test method fro determining the coefficient of soil and geosynthetic or geosynthetic and geosynthetic friction by the direct shear test method.

Bacas, 2009

Bandis, 1983, Fundamentals of rock joint deformation, Int. J. Rock Mech. Min. Sci. Geomech. Abstr., 20, 249, 10.1016/0148-9062(83)90595-8

Barton, 1973, Review of a new shear strength criterion for rock joints, Eng. Geol., 7, 287, 10.1016/0013-7952(73)90013-6

Barton, 1977, The shear strength of rock joints in theory and practice, Rock Mech., 10, 1, 10.1007/BF01261801

Barton, 1985, Strength, deformation and conductivity coupling of rock joints, Int. J. Rock Mech. Min. Sci & Geomech.Abstr, 22, 121, 10.1016/0148-9062(85)93227-9

Bergado, 2008, 2D and 3D numerical simulations of reinforced embankments on soft ground, Geotext. Geomembranes, 26, 39, 10.1016/j.geotexmem.2007.03.003

Bergado, 2006, Evaluation of interface shear strength of composite liner system and stability analysis for a landfill lining system in Thailand, Geotext. Geomembranes, 24, 371, 10.1016/j.geotexmem.2006.04.001

Eid, 1999, Effect of shear displacement rate on internal shear strength of a reinforced geosynthetic clay liner, Geosynth. Int., 6, 219, 10.1680/gein.6.0151

EN ISO 10319, 2008

EN ISO 527, 1997

EN ISO 9863-1, 2005

Fowmes, 2008, Validation of a numerical modelling technique for multilayered geosynthetic landfill lining systems, Geotext. Geomembranes, 26, 109, 10.1016/j.geotexmem.2007.09.003

Fox, 2008, Effect of progressive failure on measured shear strength of geomembrane/GCL interface, J. Geotech. Geoenviron., 134, 459, 10.1061/(ASCE)1090-0241(2008)134:4(459)

Fox, 1997, Design and evaluation of a large direct shear machine for geosynthetic clay liners, Geotech. Test. J., 20, 279, 10.1520/GTJ19970003

Fox, 1998, Internal shear strength of three geosynthetic clay liners, J. Geotech. Geoenviron., 124, 933, 10.1061/(ASCE)1090-0241(1998)124:10(933)

Gilbert, 1996, Strain-softening behavior of waste containment system interfaces, Geosynth. Int., 3, 181, 10.1680/gein.3.0059

Gilbert, 1996, Shear strength of a reinforced geosynthetic clay liner, J. Geotech. Geoenviron., 122, 259

Gilbert, 1996, Analytical model of progressive slope failure in waste containment systems, Int. J. Numer. Anal. Methods Geomech., 20, 35, 10.1002/(SICI)1096-9853(199601)20:1<35::AID-NAG806>3.0.CO;2-B

Giroud, 2003

Giroud, 1993, Hyperbolic expression for soil-geosynthetics or geosynthetics-geosynthetic interface shear strength, Geotext. Geomembranes, 12, 275, 10.1016/0266-1144(93)90030-R

Giroud, 1990, Geosynthetic landfill cap: laboratory and field tests, design and construction

Goodman, 1976

Grasselli, 2003, Constitutive law for the shear strength of rock joints based on three-dimensional surface parameters, Int. J. Rock Mech. Min. Sci., 40, 25, 10.1016/S1365-1609(02)00101-6

Hebeler, 2005, Quantifying hook and loop interaction in textured geomembrane-geotextile systems, Geotext. Geomembranes, 23, 77, 10.1016/j.geotexmem.2004.06.002

Jones, 1998, Shear strength properties of geomembrane/geotextile interfaces, Geotext. Geomembrane, 16, 45, 10.1016/S0266-1144(97)10022-X

Jones, 2005, Landfill lining stability and integrity: the role of waste settlement, Geotext. Geomembranes, 23, 27, 10.1016/j.geotexmem.2004.08.001

Koerner, 1998

Koutsourais, 1991, Interfacial friction study of cap and liner components for landfill design, Geotext. Geomembranes, 10, 531, 10.1016/0266-1144(91)90045-X

Li, 2008, Effects of viscous behavior of geosynthetic reinforcement and foundation soils on the performance of reinforced embankments, Geotext. Geomembranes, 26, 317, 10.1016/j.geotexmem.2007.12.002

Murugesan, 2006, Geosynthetics-encased stone columns: numerical evaluation, Geotext. Geomembranes, 24, 349, 10.1016/j.geotexmem.2006.05.001

Nye, 2007, Dynamic shear behaviour of a needle-punched geosynthetic clay liner, J. Geotech. Geoenviron., 133, 973, 10.1061/(ASCE)1090-0241(2007)133:8(973)

Palmeira, 2009, Soil-geosynthetic interaction: modelling and analysis, Geotext. Geomembranes, 27, 368, 10.1016/j.geotexmem.2009.03.003

Pasqualini, 2002

Pitanga, 2009, Interface shear strength of geosynthetics: evaluation and analysis of inclined plane tests, Geotext. Geomembranes, 27, 435, 10.1016/j.geotexmem.2009.05.003

Plesha, 1987, Constitutive models for rock discontinuities with dilatancy and surface degradation, Int. J. Numer. Anal. Meth. Geomech., 11, 345, 10.1002/nag.1610110404

Sharma, 2007, Measurement of unsaturated soil-geomembrane interface shear-strength parameters, Can. Geotech. J., 44, 78, 10.1139/t06-097

Sharma, 2009, Analytical modelling of geogrid reinforced soil foundation, Geotext. Geomembranes, 27, 63, 10.1016/j.geotexmem.2008.07.002

Stark, 1994, Landfill liner interface strengths from torsional-ring-shear tests, J. Geotech. Eng. ASCE, 120, 597, 10.1061/(ASCE)0733-9410(1994)120:3(597)

Stark, 1996, HDPE geomembrane/geotextile interface shear strength, J. Geotech. Eng. ASCE, 122, 197, 10.1061/(ASCE)0733-9410(1996)122:3(197)

Triplett, 2001, Shear strength of HDPE geomembrane/geosynthetic clay liner interfaces, J. Geotech. Geoenviron., ASCE, 127, 543, 10.1061/(ASCE)1090-0241(2001)127:6(543)

Wesseloo, 2004, A mathematical model for the strain-rate dependent stress-strain response of HDPE geomembranes, Geotext. Geomembranes, 22, 273, 10.1016/j.geotexmem.2004.02.002

Zornberg, 2005, Analysis of a large database of GCL internal shear strength results, J. Geotech. Geoenviron., ASCE, 131, 367, 10.1061/(ASCE)1090-0241(2005)131:3(367)