Long-term shear testing of geosynthetic clay liners

Clay Geosynthetic Barriers

Volumn , Issue , 2022, Pages 97-104

  Thies, M ^a   Gerloff, C ^a   Muller W ^a   Seeger, S ^a  

^a BAM FEDERAL INSTITUTE FOR MATERIALS RESEARCH AND TESTING   (Germany)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 85127671479     PISSN: None     EISSN: None     Source Type: Book    
DOI: 10.1201/9781003078777-10     Document Type: Chapter

References (6)

1. Boardman, B.T. & Daniel, D.E. 1996. Hydraulic conductivity of desiccated geosynthetic clay liners. Journal of geotechnical engineering 122: 204-208.
2. Egloffstein, T. 2000. Der Einfluß des Ionenaustausches auf die Dichtwirkung von Bentonitmatten in Oberflächenabdichtungen von Deponien. Ph. Thesis, Universität Karlruhe.
3. Koerner, R.M., Soong, T., Koerner, G.R. & Gontar, A. 2001. Creep testing and data extrapolation of reinforced GCLs. Geotextiles and geomembranes 19: 413-425.
4. Maubeuge von, K.P. 2000. Comparison of peel bond and shear tensile test methods for needlepunched geosynthetic clay liners. Geotextiles and geomembranes 18: 203-214.
5. Seeger, S., Böhm, H., Söhring, G. & Müller, W. 2000. Long-term testing of geomembranes and geotextiles under shear stress. In: Cancelli, A.; Cazuffi, D.; Soccodato, C. (eds): Proceedings of the Second European Geosynthetic Conference. Bologna: Patron Editore 2000.
6. Zanzinger, H. & Alexiew, N. 2000. Prediction of long term shear strength of geosynthetic clay liners with shear creep tests. In: Cancelli, A.; Cazuffi, D.; Soccodato, C. (eds): Proceedings of the Second European Geosynthetic Conference. Bologna: Patron Editore 2000.