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Compaction Conditions and Scale-Dependent Hydraulic Conductivity of Compacted Clay Liners

机译:压实条件和压实粘土衬垫的尺度依赖性液压导电性

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A database was compiled containing index properties, compaction data, and hydraulic conductivity data from 51 clay liners. The hydraulic conductivity data included large-scale field measurements (K_F) and small-scale laboratory measurements (K_L) on specimens collected from the field in 74-mm-diameter sampling tubes. Analysis of the database shows that K_F is comparable to K_L when compaction is wet of the line of optimums, but K_F can be up to 266 times larger than K_L when compaction is dry of the line of optimums. Similar results were obtained from a stochastic simulation model. Discrepancies between K_F and K_L exist when macropores are present (i.e., compaction dry of the line of optimums), because macropores are inadequately represented in small laboratory specimens. To achieve, K_F ~ K_L compaction specifications should require that the percentage of data falling wet of the line of optimums (P_o) exceed 80-90% and the difference in initial saturation (ΔS_i, which is the mean degree of saturation at compaction less the degree of saturation corresponding to the line of optimums) exceed 2 to 4%. A "line of optimums" compaction specification is recommended to facilitate achieving these recommended values for P_o and ΔS_i.
机译:数据库被编译含有从51个粘土衬垫索引属性,压实数据,和水力传导率数据。水力传导率数据包括大规模现场测量(K_F)和小规模的实验室测量(K_L)对毫米直径的74取样管从现场收集的标本。的数据库分析显示该K_F比得上K_L当压实是湿的最佳方案的行,但K_F可高达266倍K_L较大时压实是最佳方案的线的干燥。类似的结果源于随机模拟模型获得的。当大孔的存在存在K_F和K_L之间的差异(即,最佳方案的线的压实干重),因为大孔在小的实验室试样充分表示。要实现,K_F〜K_L压实规格应该要求数据的百分比下降湿最佳方案的行(P_o)超过80%-90%,并在最初的饱和度(差别ΔS_i,这是饱和的平均程度在压实少的对应于最佳方案的线饱和度)的程度超过2%至4%。压实规范“最佳方案线”建议,以促进实现对P_o和ΔS_i这些推荐值。

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