4.3 Article

Particle morphology's influence on the rail ballast behaviour of a steel slag aggregate

期刊

ENVIRONMENTAL GEOTECHNICS
卷 9, 期 6, 页码 373-382

出版社

ICE PUBLISHING
DOI: 10.1680/jenge.18.00203

关键词

geotechnical engineering; testing & evaluation; waste management & disposal

资金

  1. 'Conselho Nacional de Desenvolvimento Cientifico e Tecnologico', CNPq (Brazil) [201518/2015-5]
  2. 'CoordenacAo de Aperfeicoamento de Pessoal de Nivel Superior', Capes (Brazil)

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This paper presents a study on the influence of particle morphology on the mechanical behavior of ballast in railway construction. The results show that steel slag aggregate, with its higher particle angularity, exhibits superior performance compared to traditional granite aggregate.
The ballast railway layer is one of the main applications of crushed rocks in civil engineering. Environmental concerns have influenced the use of by-products and recycled materials as alternatives to the exploitation of new quarries. One of the main industrial by-products available near railways is steel furnace slag. Mechanical tests performed by monotonic and cyclic triaxial loading showed that this material can perform better than a granite aggregate traditionally used in the ballast layer. The work presented in this paper intends to be a contribution explaining the influence of the individual particles' morphology on the mechanical ballast behaviour. The results obtained by the Aggregate Image Measurement System show that the superior performance of steel slag aggregate is probably influenced by its higher particle angularity, this being one of the parameters that define its morphology.

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