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首页> 外文期刊>International journal of geotechnical engineering >Suitability of EAF slag and GGBFS mix as cementitious base/subbase layer for low volume road construction
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Suitability of EAF slag and GGBFS mix as cementitious base/subbase layer for low volume road construction

机译:适用于EAF炉渣和GGBFS混合为低批量道路施工的水泥碱/亚基层

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摘要

The purpose of the experimental study was to find the suitability of Electric Arc Furnaces (EAF) slag and Ground Granulated Blast Furnace Slag (GGBFS) in base/sub-base layer of Flexible Pavement. Different trail mixes of EAF slag + Cement and EAF slag +GGBFS were tested to find an optimum mix. The GGBFS proportions were taken 5%, 10%, 15% and 20% of the total dry weight of mix and cement was added 3%, 4% and 5% of total dry weight. The mechanical and chemical properties of mixes were found to check the suitability of the material for the construction of cementitious base/sub-base in low volume road (LVR). The IITPAVE Software was used to find out the pavement thickness with the optimum mix. EAF Slag + 4% cement and EAF slag + 15% GGBFS satisfied the strength criteria of for Rural Road. The strains obtained from the IITPAVE software were in a permissible limit. Further, the results of Toxicity Characteristics Leaching Procedure (TCLP) analysis for various metals show that mixes of EAF Slag and GGBFS were a non-hazardous material. This study supports the use of industrial waste in the construction of low volume road in India.
机译:实验研究的目的是找到电弧炉(EAF)炉渣和地造粒高炉炉渣(GGBF)在柔性路面的基部/底座层中的适用性。测试了EAF渣+水泥和EAF渣+ GGBF的不同痕迹混合物,以找到最佳混合。加入GGBF的比例为5%,10%,15%和20%的混合物和水泥的总干重的3%,4%和5%总干重。发现混合物的机械和化学性质检查了材料在低批量道路(LVR)中抑制胶粘基碱/子碱的适用性。 IITPave软件用于找出具有最佳混合的路面厚度。 EAF渣+ 4%水泥和EAF渣+ 15%GGBFS满足农村公路的实力标准。从IITPave软件获得的菌株处于允许的极限。此外,各种金属的毒性特征浸出程序(TCLP)分析的结果表明,EAF渣和GGBF的混合物是非危险材料。本研究支持工业废物在印度的低批量道路建设中。

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