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Hydraulic Conductivity of Compacted Lateritic Soil Partially Replaced with Metakaolin

机译:偏高岭土部分代替的压实红壤的水导率

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The study investigates the potentials of using metakaolin (MK) to improve the properties of compacted lateritic soil for hydraulic barrier system for containment of municipal solid waste (MSW). Oxide compositions determined by the X-ray fluorescence (XRF) show that MK contains Silicon oxide, SiO2 (53.4 %), Aluminium oxide Al2O3 (34.2 %), Titanium oxide, TiO2 (5.97 %) and Iron oxide, Fe2O3 (3.84 %) in high proportion. The soil was replaced with 0 %, 5 %, 10 %, 15 % and 20 % MK and compacted using four compaction energy levels namely: the Reduced British Standard Light (RBSL), British Standard Light (BSL), West African Standard (WAS) or “Intermediate” and British Standard Heavy (BSH) over a range of molding water contents (10 - 25 %). Unconfined compressive strength (UCS) and hydraulic conductivity tests were conducted and the results obtained were used to evaluate whether the lateritic soil partially replaced with MK conforms with the specifications for barrier systems for MSW containment. The results of this study show a general improvement in UCS of the soil specimens with increase in the percentage replacement of MK. Results of the study also show that hydraulic conductivity values of the specimens permeated with leachate are better than the results of hydraulic conductivities obtained when de-ionized water (DIW) was used as the permeant fluid. The specimens replaced with 5-20 % MK and compacted using the BSH compaction energy yielded hydraulic conductivities on the orders of 6.3 x 10-10 m/s to 2.2 x 10-10 m/s when DIW was used as the permeant fluid. On the other hand, the specimens compacted using the WAS and BSH compaction energies and permeated with leachate yielded hydraulic conductivity values in ranging from 6.8 x 10-10 m/s to 3.6 x 10-11 m/s. These hydraulic conductivity values met the regulatory maximum hydraulic conductivity (i.e. ? 1 x 10-9 m/s) for construction of liner and cover systems for MSW containment. Keywords: Compaction energy, Metakaolin, Hydraulic conductivity, Unconfined compressive strength, Municipal solid waste leachate, De-ionized water
机译:该研究调查了使用偏高岭土(MK)改善压实红土土壤的性能的潜力,该土壤用于水力屏障系统以控制城市固体废物(MSW)。通过X射线荧光(XRF)测定的氧化物组成表明,MK包含氧化硅,SiO2(53.4%),氧化铝Al2O3(34.2%),氧化钛,TiO2(5.97%)和氧化铁,Fe2O3(3.84%)比例很高。用0%,5%,10%,15%和20%的MK代替土壤,并使用四个压实能级压实,即:降低的英国标准光(RBSL),英国标准光(BSL),西非标准(WAS) )或“中级”和英国标准重磅(BSH)在一定范围内的成型水含量(10-25%)。进行了无侧限抗压强度(UCS)和水力传导性测试,并将获得的结果用于评估部分被MK代替的红土土壤是否符合MSW密闭屏障系统的规范。这项研究的结果表明,随着MK置换百分比的增加,土壤标本的UCS总体得到改善。研究结果还表明,渗滤液样品的水力传导率值优于使用去离子水(DIW)作为渗透液时获得的水力传导率结果。当使用DIW作为渗透液时,用5-20%MK代替并用BSH压实能量压实的样品产生的水力传导率大约为6.3 x 10-10 m / s到2.2 x 10-10 m / s。另一方面,使用WAS和BSH压实能量进行压实并渗入渗滤液的样品的水力传导率范围为6.8 x 10-10 m / s至3.6 x 10-11 m / s。这些水力传导率值满足用于MSW密闭的衬里和覆盖系统构造的规定的最大水力传导率(即?1 x 10-9 m / s)。关键词:压实能量偏高岭土导水率无边压缩强度城市固体垃圾渗滤液去离子水

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