Recommended design strength for needlepunched geosynthetic clay liner products

Geotechnical Fabrics Report

Volumn 21, Issue 8, 2003, Pages 18-23

  Marr, W Allen ^a   Christopher, Barry ^b  

^a GeoTesting Express Inc   (United States)

^b Christopher Consultants   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

CLAY LINER; DESIGN; GEOSYNTHETICS; STRENGTH;

CLAY LINER; DESIGN; GEOSYNTHETICS; NONWOVEN FABRIC; STRENGTH;

EID: 0242666353     PISSN: 08824983     EISSN: None     Source Type: Trade Journal    
DOI: None     Document Type: Article

References (13)

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2. Elias, V., Salman, A., Juran, I., Pearce, E., and Lu, S. 1999. Testing Protocols for Oxidation and Hydrolysis of Geosynthetics. FHWA-RD-97-144. National Technical Information Service, Springfield, Va.
3. Gilbert, R.B. 2001. "Peak Versus Residual Strength for Waste Containment." Proceedings of 15th GRI Conference: Hot Topics in Geosynthethics II. Geosynthetic Institute, Folsom, Pa. p.29-30.
4. Heerten, G., Saathoff, F., Scheu, C., von Maubeuge, K.P. 1995. "On the long-term shear behavior of geosynthetic clay liners (GCLs) in capping sealing systems." Nuremberg, p. 141-150.
5. Hsuan, Y.G. and Koerner, R.K. 2002. "Durability and lifetime of polymer fibers with respect to reinforced geosynthetic clay barriers, i.e. reinforced GCLs." Clay Geosynthetic Barriers. Zanzinger, Koerner and Garling (eds). Swets & Zeitlinger, Lisse. p. 73-86.
6. Koerner, R.M. 1998. Designing with Geosynthetics. Prentice Hall, New Jersey.
7. Koerner, R.M. 2002. "Recommendation to Use Peak Shear Strengths for Geosynthetic Interface Design." Proceedings of 16th GRI Conference: Hot Topics in Geosynthetics III. Geosynthetic Institute, Folsom, Pa.
8. Marr, W.A. 2001. "Interface and Internal Shear Testing Procedures to Obtain Peak and Residual Values." Proceedings of 15th GRI Conference: Hot Topics in Geosynthethics II. Geosynthetic Institute, Folsom, Pa. p. 1-28.
9. Olson, R.E. 1974. "Shearing strengths of kaolinite, illite, and montmorillonite." Journal of Geotechnical Engineering Division. American Society of Civil Engineers, Alexandria, Va. v. 100, no. GT 11, pp. 1215-1229.
10. Thiel, R. and von Maubeuge, K.P. 2002. "Current Industry Performance and Construction Issues Related to GCLs." Proceedings of 16th GRI Conference: Hot Topics in Geosynthetics III. Geosynthetic Institute, Folsom, Pa.
11. Thies, M., Gerloff, C., Muller, W., and Seeger, S. 2002. "Long-term shear testing of geosynthetic clay liners." Clay Geosynthetic Barriers. Zanzinger, Koerner and Garling (eds.). Swets & Zeitlinger, Lisse. pp 73-86.
12. Thomas, R.W. 2003. "Thermal Oxidation of a Polypropylene Geotextile Used in a Geosynthetic Clay Liner II-Oxidation Rates in 8% Oxygen and the Effect of Air Flow Rate on Oxidation." Second Symposium on Geosynthetic Clay Liners. ed. Mackey, R.E. and von Maubeuge, K.P. ASTM International, Denver.
13. Trauger, R.J., Swan, R.H. & Zehong, Y. 1996. "Long-term shear strength behavior of a needlepunched geosynthetic clay liner." Testing and Acceptance Criteria for Geosynthetic Clay Liners. Ed. Well, Larry W. ASTM International. STP 1308, 103-120.