| dc.contributor.author | Tuncan, Ahmet | |
| dc.contributor.author | Tuncan, Mustafa | |
| dc.contributor.author | Güney, Yücel | |
| dc.contributor.author | Koyuncu, H | |
| dc.date.accessioned | 2019-10-18T18:44:03Z | |
| dc.date.available | 2019-10-18T18:44:03Z | |
| dc.date.issued | 2001 | |
| dc.identifier.isbn | 90-2651-853-6 | |
| dc.identifier.uri | https://hdl.handle.net/11421/10512 | |
| dc.description | 15th International Conference on Soil Mechanics and Geotechnical Engineering -- AUG 27-31, 2001 -- ISTANBUL, TURKEY | en_US |
| dc.description | WOS: 000178609100445 | en_US |
| dc.description.abstract | The purpose of this study is to investigate certain features of a novel material proposed to serve as an impervious liner in sanitary landfills. Various ratios of bentonites and zeolites (B/Z) compacted at optimum water content were tested to determine the strength parameters, permeability, pH, heavy metals and other properties. A B/Z ratio of 0.10 was found to be an ideal landfill liner material regarding its low hydraulic conductivity and high CEC. The use of B/Z mixtures as an alternative to clay liners would significantly reduce the thickness of base liner for sanitary landfills. | en_US |
| dc.language.iso | eng | en_US |
| dc.publisher | A A Balkema Publishers | en_US |
| dc.rights | info:eu-repo/semantics/closedAccess | en_US |
| dc.title | Use of natural zeolites as an impervious liner in sanitary landfills | en_US |
| dc.type | conferenceObject | en_US |
| dc.relation.journal | Proceedings of the Fifteenth International Conference On Soil Mechanics and Geotechnical Engineering Vols 1-3 | en_US |
| dc.contributor.department | Anadolu Üniversitesi | en_US |
| dc.identifier.startpage | 2013 | en_US |
| dc.identifier.endpage | 2016 | en_US |
| dc.relation.publicationcategory | Konferans Öğesi - Uluslararası - Kurum Öğretim Elemanı | en_US |
| dc.contributor.institutionauthor | Tuncan, Mustafa | |
| dc.contributor.institutionauthor | Güney, Yücel | |
