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Construction of an Embankment with a Fly and Bottom Ash Mixture: Field Performance Study

机译:用粉煤灰和底灰混合料建造路堤:田间性能研究

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摘要

Fly ash and bottom ash are coal combustion by-products (CCBPs) that are generated in large quantities throughout the world. It is often economical to dispose ash as mixtures rather than separately; that notwithstanding, only a few studies have been performed to investigate the behavior of fly and bottom ash mixtures, particularly those with high contents of fly ash. Also, there is very limited data available in the literature on the field performance of structures constructed using ash mixtures. This paper describes the construction and the instrumentation of a demonstration embankment built with an ash mixture (60:40 by weight of fly ash:bottom ash) on State Road 641, Terre Haute, Ind. Monitoring of the demonstration embankment was conducted for a period of I year from the start of construction of the embankment. The settlement of the embankment stabilized approximately 5 months after the end of its construction. According to horizontal inclinometer readings, the differential settlement at the top of the embankment is about 5 mm. Results from field quality control tests performed during construction of the demonstration embankment and monitoring data from vertical and horizontal inclinometers and settlement plates indicate that the ash mixture investigated can be considered an acceptable embankment construction material.
机译:粉煤灰和底灰是煤炭燃烧副产物(CCBP),在世界范围内大量产生。将灰渣作为混合物而不是分开处理通常是经济的。尽管如此,仅进行了很少的研究来研究粉煤灰和底灰混合物的性能,尤其是粉煤灰含量高的混合物。而且,在文献中关于使用灰烬混合物构造的结构的现场性能的数据非常有限。本文介绍了在印第安那州特雷霍特的641号国道上用粉煤灰混合料(粉煤灰:底灰重量比为60:40)建造的示范路堤的施工和仪表。对示范路堤进行了一段时间的监测从堤防建设开始的第一年。路堤施工结束后约5个月,路堤沉降稳定。根据水平倾角仪的读数,路堤顶部的差异沉降约为5毫米。示范路堤施工期间进行的现场质量控制测试结果以及垂直和水平倾角仪以及沉降板的监测数据表明,所研究的灰渣混合物可以视为可接受的路堤施工材料。

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