Comparison of different shear tests for GCLs and the use of these data in design

Clay Geosynthetic Barriers

Volumn , Issue , 2022, Pages 119-125

  Eichenauer, T ^a   Reither, P ^a  

^a Linteco Geotechnische Systeme GmbH   (Austria)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 85127632795     PISSN: None     EISSN: None     Source Type: Book    
DOI: 10.1201/9781003078777-13     Document Type: Chapter

References (4)

1. Eichenauer, T. 2000. Long-Time Behaviour of GCLs used for Landfill Cappings with Thin Soilcovers. Eurogeo 2000, Bologna, pp. 725-728.
2. Körner, R. 1997. Perspectives on Geosynthetic Clay Liners, Testing and Acceptance Criteria for Geosynthetic Clay Liners, ASTM, Philadelphia 1997, pp. 3-20.
3. Villard, P. et al. 2000. Stability of Different Inclined Cap Liner Systems Landfill Field Trials. EuroGeo 2000, Bologna, pp. 523-526.
4. Zanzinger, H. & Alexiew, N. 2000. Prediction of Long Term Shear Strength of Geosynthetic Clay Liners with Shear Creep Test; EuroGeo 2000, Bologna, pp. 567-571.