2004
DOI: 10.1016/j.cemconres.2003.08.022
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New method to measure the rapid chloride migration coefficient of chloride-contaminated concrete

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Cited by 33 publications
(7 citation statements)
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“…05 3 10 À12 m 2 /s; this may be attributed to the fact that SCC with a FA/TA ratio of 0 . 39 has the maximum packing particle bulk density, least porosity and highest compressive strength of all the SCC samples (Jin and Zhang, 2007;Lay et al, 2004). Figure 4.…”
Section: Resultsmentioning
confidence: 96%
“…05 3 10 À12 m 2 /s; this may be attributed to the fact that SCC with a FA/TA ratio of 0 . 39 has the maximum packing particle bulk density, least porosity and highest compressive strength of all the SCC samples (Jin and Zhang, 2007;Lay et al, 2004). Figure 4.…”
Section: Resultsmentioning
confidence: 96%
“…The specimens were subjected to continuous ponding with 3.5 wt.% NaCl solution, which corresponds to a chloride concentration of C 0 = 0.61 N (considering that C 0 = 0.52 N for 3.0 wt.% NaCl solution [48]). The free chloride concentration at the color change boundary was set equal to C c = 0.07 N, as pointed out in [44,49,50] for Ordinary Portland Cement (OPC) concrete.…”
Section: Immersion Test In Nacl Solutionmentioning
confidence: 99%
“…Meck and Sirivivatnanon [7] studied field indicator of chloride penetration depth by using conventional concrete and FA. Lay et al [8] developed a new method to measure the rapid chloride migration coefficient of chloride-contaminated concrete. Chindaprasirt et al [9] experimentally studied the resistance to chloride penetration of blended Portland cement mortar containing palm oil fuel ash, rice husk ash and FA.…”
Section: Introductionmentioning
confidence: 99%