Comparison of peel bond and shear tensile test methods for needlepunched geosynthetic clay liners

Geotextiles and Geomembranes

Volumn 18, Issue 2-4, 2000, Pages 203-214

  von Maubeuge, Kent P ^a   Ehrenberg, Henning ^a  

^a Naue Fasertechnik GmbH and Co KG   (Germany)

Author keywords

Geosynthetic clay liner; Manufacturing quality control; Peel strength

Indexed keywords

ARTIFICIAL MATERIALS; QUALITY CONTROL;

BENTONITE; BOND STRENGTH (MATERIALS); LANDFILL LININGS; QUALITY CONTROL; SEWAGE LAGOONS; SHEAR STRENGTH; TENSILE STRENGTH; TENSILE TESTING;

GEOSYNTHETIC CLAY LINERS; GRAB TEST METHOD; MANUFACTURING QUALITY CONTROL; PEEL BONDING TEST METHOD; SHEAR TENSILE TEST;

GEOSYNTHETIC MATERIALS;

CLAY LINER; GEOSYNTHETICS; TESTING METHOD;

GEOSYNTHETICS; QUALITY CONTROL; TESTING;

EID: 0034004533     PISSN: 02661144     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0266-1144(99)00027-8     Document Type: Article

References (9)

1. ASTM 4595, 1994. Test Method for Tensile Properties of Geotextiles by the Wide-Width Strip Method. Philadelphia, Pennsylvania.
2. ASTM 4632, 1996. Test Method for Grab Breaking Load and Elongation of Geotextiles. Philadelphia, Pennsylvania.
3. ASTM 6243, 1998. Standard Test Method for Determining the Internal and Interface Shear Resistance of Geosynthetic Clay Liners by the Direct Shear. Philadelphia, Pennsylvania.
4. Berard, J. F., 1997. Evaluation of needle-punched GCL's internal friction. In: Geosynthetics '97. Long Beach.
5. DIN EN ISO 10319. Wide Width Test of Geotextiles.
6. Heerten G., Saathoff F., Scheu C., von Maubeuge K.P. On the long-term shear behavior of geosynthetic clay liners (GCLs) in capping sealing systems. Proc. of the International Symposium Geosynthetic Clay Liners. 1995;141-150 Nuremberg, Germany.
7. Mackey, R.E., von Maubeuge, K.P., 1999. Peel testing of needle punched geosynthetic clay liners' test procedure, interpretation and test results. In: Proc. Geosynthetics '99, Boston, pp. 195-200.
8. Von Maubeuge K.P., Eberle M.A. Can geosynthetic clay liners be used on slopes to achieve long-term stability? Proc. 3rd International Congress on Environmental Geotechnics. 1998;375-380 Lisbon, Portugal.
9. Naue Fasertechnik GmbH & Co. KG, 1993. Peel Tests on Bentofix. Internal Report.