Peel and shear test comparison and geosynthetic clay liner shear strength correlation

Clay Geosynthetic Barriers

Volumn , Issue , 2022, Pages 105-110

  von Maubeuge, K P ^a,b   Lucas, S N ^a,b  

^a Naue Fasertechnik GmbH and Co   (Germany)

^b Bentofix Technology Inc   (Canada)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 85127626198     PISSN: None     EISSN: None     Source Type: Book    
DOI: 10.1201/9781003078777-11     Document Type: Chapter

References (5)

1. Berard, J.F. 1997. Evaluation of needlepunched GCLs internal Friction, Proceedings of Geosynthetics 97, Long Beach, USA, 351-362.
2. Heerten, G., Saathoff, F., Scheu, C. & von Maubeuge, K.P. 1995. On the long-term shear behaviour of GCLs in Capping Sealing Systems, Proceedings of an International Symposium Geosynthetic Clay Liners, Nuremberg, Germany, 141-150.
3. Mackey, R.E. & von Maubeuge, K.P. 1999. Peel testing of needlepunched GCLs' Test Procedure, Interpretation and Test Results, Proceedings of Geosynthetics 99, Boston, USA, 195-208.
4. Von Maubeuge, K.P. & Ehrenberg, H. 2000. Comparison of a peel bond and shear tensile test method for needlepunched GCLs, Geotextilies and Geomembranes, Elsevier, No 18, 202-214.
5. Von Maubeuge, K.P., Witte, J. & Heibaum, M. 2000. Installation and Monitoring of a GCL as a Canal Liner in a Major Waterway, Geotextilies and Geomembranes, Elsevier, No 18, 263-271.