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Original scientific paper
LABORATORY TESTING OF BENTONITE CLAYS FOR LANDFILL DESIGN AND CONSTRUCTION
Biljana Kovačević Zelić
Dubravko Domitrović
Želimir Veinović
| Fulltext: croatian, pdf (4 MB) | pages 99-110 | cite | |
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APA 6th Edition Kovačević Zelić, B., Domitrović, D. & Veinović, Ž. (2007). LABORATORIJSKA ISPITIVANJA BENTONITNIH GLINA ZA POTREBE PROJEKTIRANJA I IZGRADNJE ODLAGALIŠTA. Rudarsko-geološko-naftni zbornik, 19 (1), 99-110. Retrieved from https://hrcak.srce.hr/19297 MLA 8th Edition Kovačević Zelić, Biljana, et al. "LABORATORIJSKA ISPITIVANJA BENTONITNIH GLINA ZA POTREBE PROJEKTIRANJA I IZGRADNJE ODLAGALIŠTA." Rudarsko-geološko-naftni zbornik, vol. 19, no. 1, 2007, pp. 99-110. https://hrcak.srce.hr/19297. Accessed 20 Sep. 2019. Chicago 17th Edition Kovačević Zelić, Biljana, Dubravko Domitrović and Želimir Veinović. "LABORATORIJSKA ISPITIVANJA BENTONITNIH GLINA ZA POTREBE PROJEKTIRANJA I IZGRADNJE ODLAGALIŠTA." Rudarsko-geološko-naftni zbornik 19, no. 1 (2007): 99-110. https://hrcak.srce.hr/19297 Harvard Kovačević Zelić, B., Domitrović, D., and Veinović, Ž. (2007). 'LABORATORIJSKA ISPITIVANJA BENTONITNIH GLINA ZA POTREBE PROJEKTIRANJA I IZGRADNJE ODLAGALIŠTA', Rudarsko-geološko-naftni zbornik, 19(1), pp. 99-110. Available at: https://hrcak.srce.hr/19297 (Accessed 20 September 2019) Vancouver Kovačević Zelić B, Domitrović D, Veinović Ž. LABORATORIJSKA ISPITIVANJA BENTONITNIH GLINA ZA POTREBE PROJEKTIRANJA I IZGRADNJE ODLAGALIŠTA. Rudarsko-geološko-naftni zbornik [Internet]. 2007 [cited 2019 September 20];19(1):99-110. Available from: https://hrcak.srce.hr/19297 IEEE B. Kovačević Zelić, D. Domitrović and Ž. Veinović, "LABORATORIJSKA ISPITIVANJA BENTONITNIH GLINA ZA POTREBE PROJEKTIRANJA I IZGRADNJE ODLAGALIŠTA", Rudarsko-geološko-naftni zbornik, vol.19, no. 1, pp. 99-110, 2007. [Online]. Available: https://hrcak.srce.hr/19297. [Accessed: 20 September 2019] |
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Abstracts
Top and bottom liners are one of the key construction elements in every landfill. They are usually made as compacted clay liners (CCLs) composed of several layers of compacted clay with strictly defined properties or by the use of alternative materials such as: GCL – geosynthetic clay liner, BES – bentonite enhanced soils or bentonite/polymer mixtures. Following the state of the art experiences in the world, GCLs are used in Croatian landfills for several years, as well. Depending upon the location and the obeying function, GCLs have to fulfill certain conditions. A legislated compatibility criterion has to be proven by various laboratory tests. In the paper are presented the results of direct shear and chemical compatibility tests of GCLs as well as the results of permeability measurement of kaolin clay.
Keywords
landfill; clay liners; bentonite; free swell index; fluid loss; water absorption capacity; shear strength; permeability; chemical compatibility
Hrčak ID: 19297
URI
https://hrcak.srce.hr/19297
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