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contributor authorLei Yu
contributor authorGuangjun Cui
contributor authorZhen Liu
contributor authorCuiying Zhou
contributor authorFeng Xu
contributor authorHua Mei
date accessioned2022-05-07T20:10:35Z
date available2022-05-07T20:10:35Z
date issued2022-02-24
identifier other(ASCE)MT.1943-5533.0004200.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4282077
description abstractA new theoretical calculation method for the two opposite-side chloride diffusions was established, which is different from traditional diffusion calculations and the value-taking rule of error function. A new parameter, δ, a diffuse constant of the object being diffused, is proposed to reflect the internal diffusion characteristics of the object, and the concrete studied in this paper has a δ value between 2 and 3—closer to 3. By performing comparison experiments with a stronger effect of superposition and accumulation in concrete under two opposite-side chloride ion, diffusion can be found, which is consistent with the calculation results. In order to improve the resistance of concrete to two opposite-side chloride codiffusion, the concrete modified by nanosilica and nanotitania was designed in this study. Due to its excellent microstructure and porosity properties, the concrete modified by nanosilica at 1.5% and nanotitania at 0.5% cement weight showed an excellent resistance to the single-side chloride ion diffusion, and the same goes for two opposite-side diffusions.
publisherASCE
titleDiffusion Resistance to Two Opposite-Side Chloride Ions of Concrete Based on the Diffusion Constant
typeJournal Paper
journal volume34
journal issue5
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0004200
journal fristpage04022065
journal lastpage04022065-12
page12
treeJournal of Materials in Civil Engineering:;2022:;Volume ( 034 ):;issue: 005
contenttypeFulltext


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