Guest Editor: Prof. Abdelmalek Bouazza
Sponsored by: Asian Institute of Technology
Waste/Lining System Interaction: Implications for Landfill Design and Performance 1-10
by N. Dixon, K. Zamara1, D.R.V. Jones and G. Fowmes
Wrinkling of a Geomembrane on a Compacted Clay Liner on a Slope 11-18
R. K. Rowe, P. Yang, M.J. Chappel, R.W.I. Brachman , W.A. Take
Diffusion of phenolic compounds through an HDPE geomembrane 19-29
by N. Touze-Foltz, M. Ahari, M. Mendes, C. Barral, M. Gardoni and L. Mazeas
Shear-Induced Geomembrane Damage due to Gravel in Underlying Compacted Clay 30-34
by P. J. Fox, C. Athanassopoulos, S. S. Thielmann, and A. N. Stern
Evaluation of mineral barriers against acid rock drainage 35-42
by A. Naka, T. Katsumi, G. Flores, T. Inui, T. Ohta, T. Urakoshi, and T. Ishihara
Improvement on the Performance of Geosynthetic Clay Liners Using Polymer Modified Bentonite 43-45
by Y. Liu, W. P. Gates and A. Bouazza
Effect of Settlement rate and Geogrid reinforcement on the Deformation Behaviour of Soil barriers of Landfill Covers: Centrifuge Study 46-54
by S. Rajesh and B.V.S. Viswanadham
Effect of differential settlements on the sealing efficiency of GCLs compared to CCLs: Centrifuge Study 55-61
by B.V.S. Viswanadham, S. Rajesh and A. Bouazza
Geosynthetic Lining System for Modern Waste Facilities – Experiences in Developing Asia 62-67
by H. B. Ng and B. Ramsey
The Use of Geosynthetics in Major Metropolitan Landfills in Perth, WA – Two Case Studies 68-70
by L. Du Preez, R. Beaman and I. Watkins
Published: 2012-09-30