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首页> 外文期刊>Journal of industrial pollution control >UTILIZATION OF INDUSTRIAL EFFLUENT TREATMENT PLANT (ETP) SLUDGE AS PARTIAL REPLACEMENT FOR CEMENT IN CONCRETE
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UTILIZATION OF INDUSTRIAL EFFLUENT TREATMENT PLANT (ETP) SLUDGE AS PARTIAL REPLACEMENT FOR CEMENT IN CONCRETE

机译:利用工业废水处理厂(ETP)污泥作为水泥中水泥的部分替代品

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A systematic study was undertaken to utilize industrial effluent treatment plant (ETP) sludge as partial replacement for cement in M20 concrete. The ETP sludges selected for this study are those generated by lime treatment of automobile, engineering and lead battery industry effluents. The cement in the concrete mix was replaced by 5, 10 and 15 weight percentage of ETP sludges and concrete blocks (10cm x 10cm x 10cm) were prepared. The concrete blocks were subjected to unconfined compressive strength (UCS) at different curing days (7, 14, 21 and 28 days) to assess the strength. The highest UCS value was obtained in all the three cases studied by replacing cement with 5% sludge after 28 days curing. With this optimum sludge content of 5 weight %, the UCS value of concrete were 47.6 N/mm2, 52.9 N/mm2 and 49.8 N/mm2 for automobile ETP sludge, engineering ETP sludge and lead battery sludge respectively as against 50.4 N/mm2 for the control without sludge.
机译:进行了系统的研究,以利用工业废水处理厂(ETP)污泥代替M20混凝土中的水泥。本研究选择的ETP污泥是通过石灰处理汽车,工程和铅蓄电池工业废水产生的污泥。用5、10和15重量百分比的ETP污泥代替混凝土混合物中的水泥,并制备混凝土块(10cm x 10cm x 10cm)。在不同的养护天数(7、14、21和28天)对混凝土砌块施加无侧限抗压强度(UCS),以评估强度。在所有三项研究中,通过固化28天后用5%的污泥代替水泥,UCS值最高。在此最佳污泥含量为5重量%的情况下,汽车ETP污泥,工程ETP污泥和铅蓄电池污泥的UCS值分别为47.6 N / mm2、52.9 N / mm2和49.8 N / mm2,而ETC污泥的UCS值为50.4 N / mm2无污泥的控制。

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