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首页> 外文期刊>Power technology and engineering >EVALUATION OF THE IMPERMEABILITY OF A CURTAIN FORMED FROM ALLUVIAL CLAYEY LOAMS BASED ON STUDY OF THE MICROSTRUCTURE OF THE SOIL AND FILTRATION INVESTIGATIONS
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EVALUATION OF THE IMPERMEABILITY OF A CURTAIN FORMED FROM ALLUVIAL CLAYEY LOAMS BASED ON STUDY OF THE MICROSTRUCTURE OF THE SOIL AND FILTRATION INVESTIGATIONS

机译:基于土壤微观结构和过滤研究的冲积黏土型幕墙防渗性评估

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摘要

Results of complex investigations of the microstructure and filtration strength of alluvial clayey loams used for experimental backfilling of a curtain for the ash dump at the Ryazan' state regional power plant are presented. It is demonstrated that clayey loams with a plasticity index of more than 0.10 dec. units can be layered in a curtain with the in situ moisture content and, moreover, should be mandatorily compacted to a state characterized by an average degree of saturation of 0.9. The permeability of the clayey loams compacted in this manner is diminished by tens of thousands of times with respect to the in situ structure. The clayey loams in the curtain are characterized by essentially homogeneous and a slightly oriented matrix microstructure, exhibit high impermeability, and take up pressure differentials of up to 400 with no internal displacement of soil particles.
机译:提出了对梁赞州地区发电厂的灰渣场帷幕进行实验回填的冲积黏土壤土的微观结构和过滤强度的综合研究结果。结果表明,黏土壤土的可塑性指数大于0.10 dec。可以将这些单元分层放置在具有原位水分含量的幕布上,此外,还应强制将其压实为平均饱和度为0.9的状态。相对于原位结构,以这种方式压实的粘土质壤土的渗透性降低了数万倍。帷幕中的黏土壤土的特征在于基本均匀且略微定向的基体微观结构,显示出高的不渗透性,并且承受高达400的压差,而没有土壤颗粒的内部位移。

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