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Engineering geological clay research for a radioactive waste repository in Slovakia

机译:斯洛伐克放射性废物处置库的工程地质粘土研究

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Research for the deep geological repository (DGR) started in Slovakia in 1996. Results of the engineering geological research of the clay in both, the natural and engineered barriers are summarized in the paper. The Szécsény Schlier from the Lu?enec Formation is a potential sedimentary host rock for the DGR in Slovakia of favourable properties, similar to a natural clay barrier. It is a friable calcareous siltstone with intercalations of silty clay and fine-grained sandstone, of low hydraulic conductivity (k?10-10 m.s-1) and acceptable uniaxial compressible strength (from 18.5 to 34.8 MPa). Engineering geological characterisation of this formation is based upon rock samples collected from boreholes and tested in the laboratory. Several deposits in Slovakia might offer suitable buffer/backfill material for engineered barriers of the DGR. Since 2003 five bentonite types have been studied, selected results of the engineering geological evaluation are discussed in this paper. Liquid limit was the first suitability indicator. Grain fraction 0.250 mm was preferably used in the swelling tests, needing lower compaction pressures than finer fractions. Bentonite from Jel?ovy Potok deposit showed a very good quality of pressed high-density samples (with uniaxial compressive strengths similar to weak rocks) and the best swelling potential. Comparing physical and mechanical properties, succession Dolná VesLastovce?LieskovecKopernica?Jel?ovy Potok can be written. However, bentonite from Dolná Ves was considered as an alternative because of the very good compatibility and, particularly, large amounts available in the deposit.
机译:斯洛伐克于1996年开始进行深层地质处置库(DGR)的研究。本文总结了自然界和工程界的粘土的工程地质研究成果。卢涅克地层的SzécsénySchlier是斯洛伐克DGR潜在的沉积宿主岩,具有良好的特性,类似于天然粘土屏障。它是一种易碎的钙质粉砂岩,夹杂着粉质粘土和细粒砂岩,具有较低的水力传导率(k?10-10 m.s-1)和可接受的单轴可压缩强度(从18.5到34.8 MPa)。该地层的工程地质特征是基于从钻孔中收集并在实验室中测试过的岩石样品。斯洛伐克的一些沉积物可能为DGR的工程屏障提供合适的缓冲/回填材料。自2003年以来,研究了5种膨润土类型,讨论了工程地质评估的选定结果。液体限量是第一个适用性指标。溶胀试验中优选使用小于0.250 mm的颗粒,比更细的颗粒需要更低的压实压力。来自耶洛夫·波托克(Jel?ovy Potok)矿床的膨润土显示出高质量的压制高密度样品(单轴抗压强度与弱岩石相似)和最佳溶胀潜力。比较物理和机械特性,可以写出DolnáVes

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