Characteristics of non-steady-state chloride migration of self-compacting concrete containing recycled concrete aggregate made of fly ash and silica fume

Author:

Sua-iam Gritsada,Makul Natt

Funder

National Research Council of Thailand

Phranakhon Rajabhat University

Publisher

Elsevier BV

Subject

Materials Science (miscellaneous)

Reference56 articles.

1. Enhancing the reliability of evaluating chloride ingress in concrete using the ASTM C 1202 rapid chloride penetrability test;Bassuoni;J. ASTM Int.,2006

2. Experiment and simulation of chloride ion transport and binding in concrete under the coupling of diffusion and convection;Liu;J. Build. Eng.,2022

3. Macro/micro-pore structure characteristics and the chloride penetration of self-compacting concrete incorporating different types of filler and mineral admixture;Mohammed;Constr. Build. Mater.,2014

4. Microstructures evolution and chloride migration characteristics of concrete under ultra-deep underground environment;Chen;Cem. Conc. Compos.,2023

5. Prediction of chloride ion penetration of recycled aggregate concrete;Silva;Mater. Res.,2015

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