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钢渣作为道路结构材料的环境与岩土工程评估

Environmental and Geotechnical Assessment of the Steel Slags as a Material for Road Structure.

作者信息

Sas Wojciech, Głuchowski Andrzej, Radziemska Maja, Dzięcioł Justyna, Szymański Alojzy

机构信息

Water Centre Laboratory, Faculty of Civil and Environmental Engineering, Warsaw University of Life Sciences, 02-787 Warsaw, Poland.

Department of Geotechnical Engineering, Faculty of Civil and Environmental Engineering, Warsaw University of Life Sciences, 02-787 Warsaw, Poland.

出版信息

Materials (Basel). 2015 Jul 30;8(8):4857-4875. doi: 10.3390/ma8084857.

DOI:10.3390/ma8084857
PMID:28793477
原文链接:https://pmc.ncbi.nlm.nih.gov/articles/PMC5455508/
Abstract

Slags are the final solid wastes from the steel industry. Their production from waste and associated materials is a proper implementation of the basic objectives and principles of the waste management. This study aims to investigate the chemical and selected significant geotechnical parameters of steel slag as the alternative materials used in road construction. These investigations are strongly desired for successful application in engineering. Young's modules , and resilient modules showed that their values corresponding with requirements for subbase (principal or auxiliary) and riding surface as well. Tested mechanical properties were conducted in soaked and un-soaked (optimal moisture content) conditions. The designated high content of chromium and zinc are strongly associated with the internal crystal structure of steel slag. The results do not lead to threats when they are applied in roads' structures. Mechanical characterization was obtained by performing California bearing ratio (CBR) tests for steel slag in fixed compaction and moisture content conditions. Moreover, cyclic loading of steel slag was conducted with the application of cyclic California bearing ratio (cCBR) apparatus to characterization of this material as a controlled low-strength material. Finally, field studies that consist of static load plate VSS tests were presented.

摘要

炉渣是钢铁工业的最终固体废物。利用废弃物及相关材料生产炉渣是对废物管理基本目标和原则的合理践行。本研究旨在调查钢渣作为道路建设替代材料的化学性质和选定的重要岩土工程参数。这些调查对于在工程中成功应用至关重要。杨氏模量和回弹模量表明,其数值也符合底基层(主要或辅助)及行车道表面的要求。测试的力学性能是在浸泡和未浸泡(最佳含水量)条件下进行的。钢渣中指定的高含量铬和锌与钢渣的内部晶体结构密切相关。当将其应用于道路结构时,这些结果不会带来威胁。通过在固定压实度和含水量条件下对钢渣进行加州承载比(CBR)试验来获得力学特性表征。此外,利用循环加州承载比(cCBR)装置对钢渣进行循环加载,以将该材料表征为可控低强度材料。最后,介绍了由静态荷载板VSS试验组成的现场研究。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/aed5/5455508/2bbeb1686a8f/materials-08-04857-g014.jpg
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https://cdn.ncbi.nlm.nih.gov/pmc/blobs/aed5/5455508/981cda35961b/materials-08-04857-g003.jpg
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https://cdn.ncbi.nlm.nih.gov/pmc/blobs/aed5/5455508/237b271283e3/materials-08-04857-g010.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/aed5/5455508/f710fcb199f9/materials-08-04857-g011.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/aed5/5455508/83c4a7402b88/materials-08-04857-g012.jpg
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https://cdn.ncbi.nlm.nih.gov/pmc/blobs/aed5/5455508/2bbeb1686a8f/materials-08-04857-g014.jpg

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