Long-term internal shear testing on clay geosynthetic barriers

Clay Geosynthetic Barriers

Volumn , Issue , 2022, Pages 111-117

  Zanzinger, H ^a   Alexiew, N ^b  

^a Geosynthetic Institute   (Germany)

^b HUESKER Synthetic GmbH   (Germany)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 85127642921     PISSN: None     EISSN: None     Source Type: Book    
DOI: 10.1201/9781003078777-12     Document Type: Chapter

References (5)

1. Carson, D.A., Bonaparte, R., Daniel, D.E. & Koerner, R.M. 1998. Geosynthetic clay liners at field-scale: internal shear test progress. Proc. 6th International Conference on Geosynthetics. March 1998. Atlanta, Georgia, USA: 427-432.
2. Heerten, G., Saathoff, F., Scheu, C. & von Maubeuge, K.P. 1995. On the long-term shear behaviour of geosynthetic clay liners (GCLs). In Koerner, R.M., Gartung, E. & Zanzinger, H. (eds.) Geosynthetic Clay Liners. Rotterdam: Balkema: 141-150.
3. Koerner, R.M., Carson, D.A., Daniel, D.E. & Bonaparte, R. 1996. Current status of the Cincinnati GCL test plots. Proc. of the 10th GRI Seminar. Philadelphia: 176-201.
4. Trauger, R.J., Swan, R.H. & Zehong, Y. 1996. Long-term shear strength behavior of a needlepunched geosynthetic clay liner. In Larry W. Well (ed.), Testing and Acceptance Criteria for Geosynthetic Clay Liners. ASTM STP 1308. Philadelphia: ASTM: 103-120.
5. Zanzinger, H. & Alexiew, N. 2000. Prediction of long term shear strength of geosynthetic clay liners with shear creep tests. Proc. of the 2nd European Geosynthetic Conference. Bologna: Patron Editore: 567-571.