prikaz prve stranice dokumenta Determination of internal shear strength parameters of geocomposite clay liners
  Download
PDF 376.77 KB
Scientific paper - Conference paper
Determination of internal shear strength parameters of geocomposite clay liners
Geologica Carpathica, 53 (2002), 2; 127-132. urn:nbn:hr:169:920211
Kovačević Zelić, Biljana; Kovačić, Davorin; Znidarčić, Dobroslav

Cite this document

Kovačević Zelić, B., Kovačić, D. & Znidarčić, D. (2002). Determination of internal shear strength parameters of geocomposite clay liners. Geologica Carpathica, 53. (2), 127-132. Retrieved from https://urn.nsk.hr/urn:nbn:hr:169:920211

Kovačević Zelić, Biljana, et al. "Determination of internal shear strength parameters of geocomposite clay liners." Geologica Carpathica, vol. 53, no. 2, 2002, pp. 127-132. https://urn.nsk.hr/urn:nbn:hr:169:920211

Kovačević Zelić, Biljana, Davorin Kovačić and Dobroslav Znidarčić. "Determination of internal shear strength parameters of geocomposite clay liners." Geologica Carpathica 53, no. 2 (2002): 127-132. https://urn.nsk.hr/urn:nbn:hr:169:920211

Kovačević Zelić, B., Kovačić, D. and Znidarčić, D. (2002) 'Determination of internal shear strength parameters of geocomposite clay liners', Geologica Carpathica, 53(2), pp. 127-132. Available at: https://urn.nsk.hr/urn:nbn:hr:169:920211 (Accessed 19 April 2024)

Kovačević Zelić B, Kovačić D, Znidarčić D. Determination of internal shear strength parameters of geocomposite clay liners. Geologica Carpathica [Internet]. 2002 [cited 2024 April 19];53(2):127-132. Available at: https://urn.nsk.hr/urn:nbn:hr:169:920211

B. Kovačević Zelić, D. Kovačić and D. Znidarčić, "Determination of internal shear strength parameters of geocomposite clay liners", Geologica Carpathica, vol. 53, no. 2, pp. 127-132, 2002. [Online]. Available at: https://urn.nsk.hr/urn:nbn:hr:169:920211. [Accessed: 19 April 2024]

Please login to the repository to save this object to your list.
Metadata
Title (english)Determination of internal shear strength parameters of geocomposite clay liners
AuthorBiljana Kovačević Zelić
AuthorDavorin Kovačić
AuthorDobroslav Znidarčić
Author's institutionUniversity of Zagreb
Faculty of Mining, Geology and Petroleum Engineering
(Department of Mining and Geotechnical Engineering)
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Mining, Petroleum and Geology Engineering
Abstract (english)
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.
Keywords (english)
Languageenglish
Publication typeScientific paper - Conference paper
Publication statusPublished
Peer reviewPeer review - international
Publication versionPublished version
Journal titleGeologica Carpathica
Numberingvol. 53, no. 2, pp. 127-132
p-ISSN1335-0552
URN:NBNurn:nbn:hr:169:920211
Publication2002
ConferenceTitle: Mid-European Clay Conference '01
Acronym: MECC '01
Location: Stará Lesná, Slovakia
Start date: 2001-09-09
End date: 2001-09-14
Document URLhttp://www.geologicacarpathica.com/browse-journal/volumes/53-2/article-49/
Type of resourceText
Access conditionsOpen access
Terms of useLicence Attribution-NonCommercial-NoDerivatives 4.0 International (CC BY-NC-ND 4.0) icon
Created on2021-05-21 12:14:02