Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Determination of internal shear strength parameters of geocomposite clay liners
Geocomposite clay liners (GCLs) are used in the environmental, transportation and geotechnical engineering applications. Determination of the internal and interface shear strength parameters of GCLs has a huge importance for stability analyses. Therefore, the study of the internal shear strength of one type of nonreinforced GCLs was performed. Laboratory testing programme consisted of five series of direct shear tests. Special attention was given to the influence of the specimen hydration procedure and horizontal displacement rate on the shear test results. The analysis of the direct shear tests, presented in the paper, clearly demonstrate that the measured values of internal shear strength depend on the way of performing the laboratory tests. The internal shear strength envelopes for nonreinforced GCLs are proposed on the basis of obtained results.
Determination of internal shear strength parameters of geocomposite clay liners
Geocomposite clay liners (GCLs) are used in the environmental, transportation and geotechnical engineering applications. Determination of the internal and interface shear strength parameters of GCLs has a huge importance for stability analyses. Therefore, the study of the internal shear strength of one type of nonreinforced GCLs was performed. Laboratory testing programme consisted of five series of direct shear tests. Special attention was given to the influence of the specimen hydration procedure and horizontal displacement rate on the shear test results. The analysis of the direct shear tests, presented in the paper, clearly demonstrate that the measured values of internal shear strength depend on the way of performing the laboratory tests. The internal shear strength envelopes for nonreinforced GCLs are proposed on the basis of obtained results.
Determination of internal shear strength parameters of geocomposite clay liners
Kovačević Zelić, Biljana (Autor:in) / Kovačić, Davorin (Autor:in) / Znidarčić, Dobroslav (Autor:in)
01.01.2002
Geologica Carpathica ; Volume 53 ; Issue 2 ; ISSN 1335-0552 (Print) ; http://www.geologicacarpathica.com/browse-journal/volumes/53-2/article-49/
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
DDC:
690
Internal Shear Strength of Three Geosynthetic Clay Liners
| British Library Online Contents | 1998
Internal Shear Strength of Three Geosynthetic Clay Liners
| British Library Conference Proceedings | 2008
TECHNICAL PAPERS - Internal Shear Strength of Three Geosynthetic Clay Liners
| Online Contents | 1998
Shear strength of geosynthetic clay liners
| Tema Archiv | 2012
Shear Strength Testing for Geosynthetic Clay Liners
| British Library Conference Proceedings | 1997