Development of suction measurement techniques to quantify the water retention behaviour of GCLs
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[1] Dominique Guyonnet,et al. Performance-based indicators for controlling geosynthetic clay liners in landfill applications , 2009 .
[2] J. McCartney,et al. Significance of unsaturated behaviour of geotextiles in earthen structures , 2006 .
[3] J. Kodikara,et al. Analytical modelling of gas leakage rate through a geosynthetic clay liner–geomembrane composite liner due to a circular defect in the geomembrane , 2008 .
[4] F. Gassner. Field observation of GCL shrinkage at a site in Melbourne Australia , 2009 .
[5] N. Lu,et al. Automated Humidity System for Measuring Total Suction Characteristics of Clay , 2003 .
[6] Abdelmalek Bouazza,et al. Geosynthetic clay liners , 2002 .
[7] Monica Prezzi,et al. A New Slurry-Based Method of Preparation of Specimens of Sand Containing Fines , 2008 .
[8] Malcolm D. Bolton,et al. Tensiometer saturation and the reliable measurement of soil suction , 2003 .
[9] M. Villar,et al. Influence of temperature on the hydro-mechanical behaviour of a compacted bentonite , 2004 .
[10] Ning Lu,et al. Unsaturated Soil Mechanics , 2004 .
[11] R. Rowe,et al. Swelling characteristics of needlepunched, thermally treated geosynthetic clay liners , 2000 .
[12] D. C. Spanner,et al. The Peltier Effect and its Use in the Measurement of Suction Pressure , 1951 .
[13] Yu-Jun Cui,et al. Controlling suction by vapour equilibrium technique at different temperatures, application to the determination of the water retention properties of MX80 clay , 2005, 0710.1850.
[14] F. Marinho,et al. Suction Equilibration Time for a High Capacity Tensiometer , 2008 .
[15] L. Greenspan. Humidity Fixed Points of Binary Saturated Aqueous Solutions , 1977, Journal of Research of the National Bureau of Standards. Section A, Physics and Chemistry.
[16] D. Fredlund,et al. Soil Mechanics for Unsaturated Soils: Fredlund/Soil Mechanics for Unsaturated Soils , 1993 .
[17] D. Fredlund,et al. Soil Mechanics for Unsaturated Soils , 1993 .
[18] Ines Jakob,et al. Long-term shear strength of geosynthetic clay liners , 2008 .
[19] N. Touze-Foltz,et al. Numerical modelling of advective flow through composite liners in case of two interacting adjacent square defects in the geomembrane , 2008 .
[20] J. M. Southen,et al. Evaluation of the water retention curve for geosynthetic clay liners , 2007 .
[21] Andrew Martin Ridley,et al. The measurement of soil moisture suction , 1993 .
[22] Alessandro Tarantino,et al. Measurement of Matric Suction Using Tensiometric and Axis Translation Techniques , 2008 .
[23] S. Agus,et al. Errors in Total Suction Measurements , 2007 .
[24] R. Brachman,et al. Barrier Systems for Waste Disposal Facilities , 2004 .
[25] P. Komadel,et al. An investigation into the use of blends of two bentonites for geosynthetic clay liners , 2008 .
[26] Tom Schanz,et al. Comparison of Four Methods for Measuring Total Suction , 2005 .
[27] Richard Thiel,et al. Laboratory measurements of GCL shrinkage under cyclic changes in temperature and hydration conditions. , 2006 .
[28] A. Vukelic,et al. The influence of bentonite extrusion on shear strength of GCL/geomembrane interface , 2008 .
[29] Yu-Jun Cui,et al. On the high stress compression of bentonites , 2002 .
[30] R. Brachman,et al. Geomembrane strains from coarse gravel and wrinkles in a GM/GCL composite liner , 2008 .
[31] Y. Cui,et al. Laboratory and Field Testing of Unsaturated Soils , 2009 .
[32] John Burland,et al. Soil matrix suction: some examples of its measurement and application in geotechnical engineering , 2003 .
[33] W K Wray,et al. SUCTION MEASUREMENT: A REVIEW OF CURRENT THEORY AND PRACTICES , 1996 .