Preliminary evaluation of a compacted bentonite sand mixture as a landfill liner material

2005-01-01
Akgün, Haluk
Aktürk, Özgür
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This paper investigates the performance of a 10:90 compacted bentonite/ sand liner material through performing flow tests for the isolation of refuse in sanitary landfills. The result of a standard compaction test on a compacted sample is presented. The hydraulic conductivity of the sample, as determined through compaction permeameter testing is equal to 9.95 × 10-10 m/s, which satisfies the regulatory required hydraulic conductivity value for a compacted clayey material. Recommendations for further research are provided.
Sanitary landfill isolation, Bentonite, Sand liner
https://hdl.handle.net/11511/88365
https://www.scopus.com/record/display.uri?eid=2-s2.0-33645995740&origin=resultslist&sort=plf-f&src=s&st1=&st2=&sid=88231d88a5df0ec34e9777762d109834&sot=b&sdt=b&sl=76&s=TITLE-ABS-KEY+%28Preliminary+Evaluation+of+a+Compacted+Bentonite+Sand+Mixture%29&relpos=0&citeCnt=4&searchTerm=
The Journal of Solid Waste Technology and Management
Department of Geological Engineering, Article

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Citation Formats
H. Akgün and Ö. Aktürk, “Preliminary evaluation of a compacted bentonite sand mixture as a landfill liner material,” The Journal of Solid Waste Technology and Management, pp. 187–192, 2005, Accessed: 00, 2021. [Online]. Available: https://hdl.handle.net/11511/88365.
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