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Cinder Waste Material for the Construction of Bituminous Pavement Layers

机译:用于沥青路面层的煤渣废料

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Background: Thermal power station uses natural coal for production of power at Tata steel limited, Jamshedpur, Jharkhand and produces residue of coal as a waste material called cinder. Industry also produces iron slag waste as a by-product during manufacturing of iron from its ores. Both waste materials were dumped at nearby open area of the plant called Jugasalai dump. Ratio of composition of both wastes as dumped material is about 80:20 (cinder:slag) and it is combindly called as "cinder". Presently, this material has no uses and occupying costly land near the plant.Method: This material was investigated for its possible application in the construction of different bituminous pavement layers. Material was characterized for its physical, chemical and geotechnical properties pertaining to bituminous layers construction. Physical and chemical characterization contains different tests viz. shape of particle, natural moisture content, water absorption, loss on ignition, specific gravity, free swelling index, aggregate impact value and emission dispersive spectrometer tests whereas geotechnical characterization test has grain size analysis, Atterberg limit, Proctor compaction and California bearing ratio test. Different bituminous design mixes (Bituminous Macadam, Dense Bituminous Macadam and Semi Dense Bituminous Macadam) were carried out using cinder as partial replacement of fine aggregate (25 - 28 %). Marshall Stability test was carried out of bituminous mixes. Suitability of cinder waste was presented in the paper as per MORTH specification.Result: It was observed that cinder is crushable material. This leads to improper coating of bitumen on cinder particles.Conclusion: Therefore, it was concluded that material has no potential for the construction of bituminous layers.
机译:背景:热电站采用天然煤炭,用于在塔塔钢铁有限公司,贾姆斯普普尔,贾克手和生产煤的残留物作为称为煤渣的废料。工业在矿石制造中,工业也将铁渣浪费作为副产品。将废料均倾倒在附近的植物的开放区域,称为Jugasalai垃圾场。作为倾倒材料的废物组成的比例约为80:20(煤渣:渣),它被组成称为“煤渣”。目前,这种材料没有用途和占据植物附近的昂贵的土地。方法:在不同沥青路面层的构造中,研究了这种材料。材料的特征在于其与沥青层结构有关的物理,化学和岩土性质。物理和化学表征含有不同的测试viz。粒子形状,天然水分含量,吸水,点火损失,比重,自由溶胀指数,聚集体撞击值和排放色散光谱仪测试,而岩土表征试验具有晶粒尺寸分析,Atterberg限制,标准器压实和加利福尼亚轴承比试验。使用煤渣作为细聚集体(25-28%)的部分替代,进行不同的沥青设计混合物(沥青麦克风,致密的沥青Macadam和半致密沥青Macatam)。 Marshall稳定性试验被沥青混合物进行。根据Morth规范,在论文中介绍了煤渣废物的适用性。结果:观察到煤渣是可抵碎的材料。这导致煤渣颗粒上的沥青涂层不当。结论:因此,它的结论是,材料没有含沥青层的施工。

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