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UTILIZATION OF ANKARA CLAY FOR SANITARY LANDFILL BOTTOM LINERS, TURKEY

机译:土耳其垃圾填埋场衬砌的安卡拉粘土利用

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摘要

This study aims at determining the geotechnical properties and the compaction permeability characteristics of a clayey soil sample obtained from the GoeIbai site of the Ankara region in an attempt to assess its suitability as a compacted clay liner. The soil sample was permeability tested at about 3% wet of its optimum moisture content using the falling head compaction per-meameter apparatus. The expected leakage rates through clay-only and composite geomem-brane-clay liners constructed with compacted Ankara clay were determined. The potential effectiveness of a landfill leachate collection layer was thereby assessed. The results of the geotechnical tests and leakage rate calculations show that Ankara clay is suitable to be utilized as a compacted clay landfill liner material.
机译:这项研究旨在确定从安卡拉地区GoeIbai站点获得的黏土样品的岩土特性和压实渗透性特征,以评估其作为压实黏土衬砌的适用性。使用落头压实每米仪器对土壤样品进行了渗透性测试,其湿度约为其最佳水分含量的3%。确定了通过压实的安卡拉粘土构造的仅粘土和复合土工膜-粘土衬砌的预期泄漏率。从而评估了垃圾渗滤液收集层的潜在有效性。岩土工程测试和泄漏率计算的结果表明,安卡拉粘土适合用作压实的粘土垃圾填埋衬垫材料。

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