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Performance Analysis of Ferronickel Slag-Ordinary Portland Cement Pervious Concrete.
Tang, Zhongping; Peng, Hua; Mei, Pingbo; Huang, Fanglin; Yi, Shixiang; Feng, Fan.
Affiliation
  • Tang Z; Institute of Structural Material Failure and Strengthening Technology, Ningbo Polytechnic, 388 East Lushan Rd., Ningbo 315800, China.
  • Peng H; National Engineering Laboratory for Applied Technology of Forestry & Ecology in South China, Central South University of Forestry and Technology, 498 South Shaoshan Rd., Changsha 410075, China.
  • Mei P; National Engineering Laboratory for Applied Technology of Forestry & Ecology in South China, Central South University of Forestry and Technology, 498 South Shaoshan Rd., Changsha 410075, China.
  • Huang F; Zhoushan National Ocean Fisheries Base Infrastructure Construction and Development Co., Ltd., 1 Shanghui Rd., Zhoushan 316291, China.
  • Yi S; School of Civil Engineering, Central South University, 22 South Shaoshan Rd., Changsha 410075, China.
  • Feng F; Institute of Structural Material Failure and Strengthening Technology, Ningbo Polytechnic, 388 East Lushan Rd., Ningbo 315800, China.
Materials (Basel) ; 17(7)2024 Apr 02.
Article in En | MEDLINE | ID: mdl-38612143
ABSTRACT
It is unknown whether Ferronickel slag (FNS)-ordinary Portland cement (OPC)-based pervious concrete (FOPC) is feasible. To this end, a feasibility study was conducted on FOPC. Firstly, a detailed microscopic examination of the FNS powder was conducted, encompassing analyses of its particle size distribution, SEM, EDS, and chemical composition. These analyses aimed to establish the suitability of a composite of FNS and OPC as a composite cementitious material. Subsequent experimentation focused on evaluating the compressive strength of the composite paste material with varying mixed proportions, revealing a slight reduction in strength as the FNS substitution rate increased. Furthermore, the study designed eighteen different mix proportions of FOPC to investigate the key physical properties, including porosity, density, compressive strength, and the coefficient of permeability. Findings indicated that increases in the cementitious material proportion correlate with enhanced concrete strength, where the ratio of cementitious to aggregate increased by 6.7% and 16.5%, and the strength of FOPC increased by 10-13% and 30-50%, respectively. Conversely, a rise in the FNS substitution rate led to a reduction in compressive strength across different mix ratios. Additionally, the ratio of paste material to aggregate was found to significantly influence the permeability coefficient. These comprehensive performance evaluations suggest that incorporating FNS into OPC for pervious concrete applications is a feasible approach, offering valuable insights for the promotion of waste reuse and the advancement of energy conservation and emissions reduction efforts.
Key words

Full text: 1 Collection: 01-internacional Database: MEDLINE Language: En Journal: Materials (Basel) Year: 2024 Document type: Article Affiliation country: China

Full text: 1 Collection: 01-internacional Database: MEDLINE Language: En Journal: Materials (Basel) Year: 2024 Document type: Article Affiliation country: China