Performance of nano metaclay on chloride diffusion for ultra- high performance concrete

The major cause for corrosion of steel reinforcement embedded in concrete due to chloride penetration has been the great research effort. The use of nano metaclay in UHPC increase the strength and helps the formation of micro pores by acting as a filler thus improve the chloride penetration resistan...

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Veröffentlicht in:	IOP conference series. Earth and environmental science 2021-02, Vol.682 (1), p.12002
Hauptverfasser:	Jaafar, M F Md, Mohd Saman, H, Muhd Sidek, M N, Muthusamy, K, Ismail, N
Format:	Artikel
Sprache:	eng
Schlagworte:	Chloride Chloride resistance Chlorides Compressive strength Diffusion Diffusion coefficient Penetration depth Penetration resistance Reinforcing steels Ultra high performance concrete
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