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Feasibility of using CDW fine fraction and bentonite mixtures as alternative landfill barrier material

机译:使用CDW精细馏分和膨润土混合物作为替代垃圾填埋屏障材料的可行性

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摘要

Construction and demolition waste (CDW) appear with potential application reused in sanitary landfills as alternative barriers,especially considering the use of its fine fraction. To fulfill literature requirements for landfill liners, the combination of CDW with bentonites appears as a feasible solution, while minimizes the use of natural resources and final CDW disposal problem. This paper describes the geotechnical performance of mixtures of CDW fine fraction with different contents of high-swelling sodium bentonite as well as chemical influence of curing time. Results showed that the plasticity of the mixtures was significantly increased with few bentonite contents. Compaction results were presented and unconfined compression strength results achieved minimum 200 kPa. Hydraulic conductivity drastically decreased with bentonite addition, reaching values of 10~(-9) m/s 16% bentonite content. A high increase in the CEC was observed in the CDW-bentonite mixtures, corroborating to material application in landfills. The presence of CDW fine fraction reduced the free swell index of bentonite.The curing period of 180 days showed to reduce swelling results, mainly due to the presence of calcium, magnesium oxide and pozzolana reactions. This research showed the feasibility of using CDW-bentonite mixtures as a landfill liner material.
机译:建筑和拆除废物(CDW)出现在卫生垃圾填埋场中重复使用的潜在应用,作为替代障碍,特别是考虑使用其细分分数。为了满足垃圾填埋衬垫的文献要求,CDW与Bentonites的组合表现为可行的解决方案,同时最大限度地减少了自然资源和最终CDW处理问题的使用。本文介绍了CDW细馏分与高溶胀钠膨润土的不同含量的岩土性能,以及固化时间的化学影响。结果表明,膨润土含量少量混合物的可塑性显着增加。提出了压实结果,并且不包含的压缩强度达到了最小200kPa。用膨润土添加液压导电率大幅下降,达到10〜(-9)m / s 16%膨润土含量的值。在CDW-膨润土混合物中观察到CEC的高增加,在垃圾填埋场中的材料应用。 CDW细分馏分的存在降低了膨润土的游离膨胀指数。固化期为180天,表现为减少溶胀结果,主要是由于钙,氧化镁和火山灰反应的存在。该研究表明,使用CdW-膨润土混合物作为垃圾填埋衬垫材料的可行性。

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