Long-term internal shear strength of a reinforced GCL based on shear creep rupture tests

Geotextiles and Geomembranes

Volumn 33, Issue , 2012, Pages 43-50

  Zanzinger, Helmut ^a   Saathoff, Fokke ^b  

^a SKZ   (Germany)

^b UNIVERSITY OF ROSTOCK   (Germany)

Author keywords

GCL; Internal shear strength; Long term tests; Shear creep rupture

Indexed keywords

CAPPING SYSTEMS; CHEMICAL AGEING; CREEP RUPTURE TEST; CREEP RUPTURES; ELEVATED TEMPERATURE; FIELD TEMPERATURE; GCL; GEOSYNTHETIC CLAY LINERS; GEOSYNTHETICS; LABORATORY TEST; LIFETIME PREDICTION; LONG DURATION; LONG-TERM TESTS; NORMAL STRESS; REGRESSION LINES; SHEAR FAILURE; SHEAR FORCE; SHORT-TERM TEST; STATIC LOADS; STEEP SLOPE; THERMOPLASTIC MATERIALS;

CESIUM; CREEP; DEIONIZED WATER; GEOSYNTHETIC MATERIALS; LAND FILL; MOORING CABLES; SYNTHETIC FIBERS;

SHEAR STRESS;

CAPPING; CLAY LINER; CREEP; DURABILITY; GEOSYNTHETICS; LANDFILL; P-T CONDITIONS; PRESSURE EFFECT; REINFORCED EARTH; RUPTURE; SHEAR STRENGTH; SLOPE ANGLE; TEMPERATURE EFFECT; TIME DEPENDENT BEHAVIOR;

GERMANY;

EID: 84858132397     PISSN: 02661144     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.geotexmem.2012.02.007     Document Type: Article

References (25)

1. ASTM D 6243-09. Standard Test Method for Determining the Internal and Interface Shear Resistance of Geosynthetic Clay Liner by the Direct Shear Method, American Society for Testing and Materials, West Conshohocken, Pennsylvania, USA.
2. Benson C.H., Scalia J. Hydraulic conductivity of exhumed geosynthetic clay liners from composite barriers. 3rd International Symposium on Geosynthetic Clay Liners, GBR-C 2k10, Würzburg, Germany, 15/16 September 2010 2010, 73-82. SKZ-ConSem GmbH, Würzburg, Germany. H. Zanzinger, R.M. Koerner, N. Touze-Foltz (Eds.).
3. Buckley J., Gates W.P., Gibbs D., Gassner F. Forensic examination of field GCL performance in landfill capping and mining containment applications. 3rd International Symposium on Geosynthetic Clay Liners, GBR-C 2k10, Würzburg, Germany, 15/16 September 2010 2010, 103-113. SKZ-ConSem GmbH, Würzburg, Germany. H. Zanzinger, R.M. Koerner, N. Touze-Foltz (Eds.).
4. DepV, 2009. Verordnung über Deponien und Langzeitlager (Deponieverordnung - DepV); Artikel 1 der Verordnung zur Vereinfachung des Deponierechts vom 27.04.2009; BGBI Part 1 from 29.04.2009, 900 pp. (in German).
5. Fox P.J., Stark T.D. State-of-the-art report: GCL shear strength and its measurement. Geosynthetics International 2004, 11(3):141-175.
6. Fox P.J. Internal and interface shear strengths of geosynthetic clay liners. 3rd International Symposium on Geosynthetic Clay Liners, GBR-C 2k10, Würzburg, Germany, 15/16 September 2010 2010, 203-218. SKZ-ConSem GmbH, Würzburg, Germany. H. Zanzinger, R.M. Koerner, N. Touze-Foltz (Eds.).
7. Gilbert R.B., Scranton H.B., Daniel D.E. Shear strength testing of geosynthetic clay liners. Testing and Acceptance Criteria for Geosynthetic Clay Liners, STP 1308 1996, 121-138. ASTM, Philadelphia, PA, USA. L.W. Well (Ed.).
8. Heerten G., Saathoff F., Scheu C., von Maubeuge K.P. On the long-term shear behaviour of geosynthetic clay liners (GCLs). Geosynthetic Clay Liners 1995, 141-150. Balkema, Rotterdam, The Netherlands. R.M. Koerner, E. Gartung, H. Zanzinger (Eds.).
9. ISO/TR 20432:2007/Cor 1:2008. Guidelines for the determination of the long-term strength of geosynthetics for soil reinforcement. ISO International Organization for Standardization.
10. Koerner, R.M., Soong, Te-Yang, Koerner, G.R., Gontar, A., 2000. Creep testing and data extrapolation of reinforced GCL's. " Hot topics in geosynthetics - I" . In: Proceedings of the GRI-14 Conference, 189-210.
11. LAGA Ad-hoc-AG (Länderarbeitsgemeinschaft Abfall), 2005. deAllgemeine Grundsätze für die Eignungsbeurteilung von Abdichtungskomponenten der Deponieoberflächenabdichtungssysteme (Allgemeine Grundsätze) from 19.04.2005; AbfallwirtschaftsFakten, 11, April 2005 or (in German). http://www.gewerbeaufsicht.niedersachsen.de.
12. LAGA Ad-hoc-AG (Länderarbeitsgemeinschaft Abfall), 2009. Grundsätze für die Eignungsbeurteilung von geosynthetischen Tondichtungsbahnen als mineralische Dichtung in Oberflächenabdichtungssystemen von Deponien (Bentonitmattengrundsätze) from 19.01.2009; (in German). http://www.gewerbeaufsicht.niedersachsen.de.
13. Madsen F., Nüesch R. Characteristics and sealing effects of bentonite. Geosynthetic Clay Liners 1995, 31-49. Balkema, Rotterdam, The Netherlands. R.M. Koerner, E. Gartung, H. Zanzinger (Eds.).
14. Mansour R. GCL performance in semi-arid climate conditions. 8th International Waste Management and Landfill Symposium 2001, 219-226. Sardinia 2001, CISA, Cagliari, Italy. T. Christensen, R. Cossu, R. Stegmann (Eds.).
15. Melchior S. Field studies and excavations of geosynthetic clay barriers in landfill covers. Clay Geosynthetic Barriers 2002, 321-330. Swets & Zeitlinger, Lisse, The Netherlands. H. Zanzinger, R.M. Koerner, E. Gartung (Eds.).
16. Müller W., Büttgenbach B., Jakob I., Mann H. Comparison of the oxidative resistance of various polyolefin geotextiles. Geotextiles and Geomembranes 2003, 21:289-315.
17. Müller W., Seeger S., Thies M., Gerloff C. Long-Term Shear Strength of Multilayer Geosynthetics. 3rd European Geosynthetics Conference, EuroGeo3 2004, pp. 429-434.
18. Müller W.W., Jakob I., Seeger S., Tatzky-Gerth R. Long-term shear strength of geosynthetic clay liners. Geotextiles and Geomembranes 2008, 26(2):130-144.
19. Thies M., Gerloff C., Müller W., Seeger S. Long-term shear testing of geosynthetic clay liners. Clay Geosynthetic Barriers 2002, 97-104. Balkema, Netherlands. H. Zanzinger, R.M. Koerner, E. Gartung (Eds.).
20. Trauger R.J., Swan R.H., Zehong Y. Long-term shear strength behavior of a needlepunched GCL. Testing and Acceptance Criteria for Geosynthetic Clay Liners, STP 1308 1996, 103-120. ASTM, Philadelphia, USA. L.W. Well (Ed.).
21. Weber, C., 2006. deUntersuchungen zum Einfluss des Ionengehalts des Porenwassers sowie der tonmineralogischen Zusammensetzung auf die Langzeitscherfestigkeit ausgeprägt plastischer Tone. Diplom thesis, Technical University of Berlin, 240 pp. (in German).
22. Zanzinger H. Evaluation of clay geosynthetic barriers in landfill cover systems. Geosynthetics in civil and environmental engineering. Proceedings of 4th Asian Regional Conference on Geosynthetics, 17-20 June 2008, Shanghai, China 2008, 496-501. Springer. G. Li, Y. Chen, X. Tang (Eds.).
23. Zanzinger H., Alexiew N. Prediction of long term shear strength of geosynthetic clay liners with shear creep tests. EuroGeo 2, 2nd European Geosynthetics Conference 2000, 567-571. Patron Editore, Bologna. A. Cancelli, D. Cazzuffi, C. Soccodato (Eds.).
24. Zanzinger H., Alexiew N. Long-term internal shear testing on clay geosynthetic barriers. Clay Geosynthetic Barriers 2002, 111-117. Balkema, Lisse, The Netherlands. H. Zanzinger, R.M. Koerner, E. Gartung (Eds.).
25. Zanzinger, H., Touze-Foltz, N., 2009. Clay geosynthetic barriers performance in landfill covers. GeoAfrica 2009. In: Proceedings of First African Regional Conference on Geosynthetics, Cape Town, South Africa, 9 pp.