A design perspective on shear strength testing of geosynthetic clay liners

ASTM Special Technical Publication

Volumn 1308, Issue , 1997, Pages 229-239

  Cowland, John W ^a  

^a DEPARTMENT OF HEALTH   (Hong Kong)

Author keywords

Design; Geosynthetic Clay Liners; Shear Strength; Steep Slopes

Indexed keywords

EID: 5544237908     PISSN: 00660558     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1520/stp11805s     Document Type: Review

References (9)

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2. Bonaparte R. and Gross B.A. (1990). "Field Behavior of Double Liner Systems", ASCE Special Publication on Waste Containment Systems, pp. 52-83.
3. Gross B.A., Bonaparte R. and Giroud J.P. (1990). "Evaluation of Flow from Landfill Leakage Detection Layers", Fourth International Conference on Geotextiles, The Hague, Vol. 2, pp. 481-486.
4. Workman J.P. (1993). "Interpretation of Leakage Rates in Double Liner Systems", Geosynthetic Liner Systems: Innovations, Concerns and Designs, R.M. Koerner and R.F. Wilson-Fahmy, Eds., Industrial Fabrics Association International, pp. 95-112.
5. Heerten G., Saathof F., Scheu C. and von Maubeuge K.P. (1995). "On the Long Term Shear Behaviour of Geosynthetic Clay Liners in Capping Sealing Systems", International Symposium on Geosynthetic Clay Liners, Germany, pp. 141-150.
6. Byrne R.J. (1994). "Design Issues with Strain-Softening in Landfill Liners", Proceedings of Waste Tech '94, National Solid Wastes Management Association, South Carolina, USA, Section 4, pp. 1-26.
7. Koerner R.M. (1994). "Designing with Geosynthetics", Prentice Hall, 783p.
8. Long J.H., Gilbert R.B. and Daly J.J. (1994). "Geosynthetic Loads in Landfill Slopes: Displacement Compatibility", ASCE Journal of Geotechnical Engineering, Vol. 120, No. 11, pp. 2009-2025.
9. Giroud J.P. and Beech J.F. (1989). "Stability of Soil Layers on Geosynthetic Lining Systems", Geosynthetics '89 Conference, San Diego, USA, pp. 35-46.