A study of multiple effects of nano-silica and hybrid fibres on the properties of Ultra-High Performance Fibre Reinforced Concrete (UHPFRC) incorporating waste bottom ash (WBA)
By R. Yu, P. Tang, P. Spiesz, H. Brouwers. 2014
161 citations recorded by the source corpus.
Subfields: Ceramics and Composites, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/d690be921f0a742d99a09f66b73c6a8649b230a7
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In Ceramics and Composites
In Civil and Structural Engineering
Citations in the corpus
- Development of Ultra-High Performance Fibre Reinforced Concrete (UHPFRC): Towards an efficient utilization of binders and fibres (2015, methodology): “Furthermore, some waste or recycled materials such as rice husk ash [4,5], recycled glass cullet [6], palm oil fuel ash [19], waste ceramics [20] and waste bottom ash [26] are also utilized to produce UHPFRC.”
- Effect of nano-silica on the mechanical and transport properties of lightweight concrete (2015, methodology): “Among these nano-particles, nano-silica (NS) is the most used and studied [7–22].”
- Effect of nano-silica on the hydration and microstructure development of Ultra-High Performance Concrete (UHPC) with a low binder amount (2014, unknown): “23, as shown in [51,52].”
- Characteristics and application potential of municipal solid waste incineration (MSWI) bottom ashes from two waste-to-energy plants (2015, background): “It was also reported that the use of bottom ash as concrete aggregate could affect the durability of concrete, because of the metallic aluminium and glass particles which may contribute to cracks and alkali–silica reaction, respectively [18–21].”
- Static properties and impact resistance of a green Ultra-High Performance Hybrid Fibre Reinforced Concrete (UHPHFRC): Experiments and modeling (2014, unknown): “According to the previous experiences and investigations of the authors [22,75], by applying the modified Andreasen & Andersen particle packing model it is”
- Development of an eco-friendly Ultra-High Performance Concrete (UHPC) with efficient cement and mineral admixtures uses (2015, methodology): “Additionally, based on the previous experiences and investigations of the authors [40–42,73], by applying this modified Andreasen & Andersen particle packing model, it is possible to produce a dense and homogeneous skeleton of UHPC or UHPFRC with a relatively low binder amount (about 650 kg/m).”