contributor author | Lei Yu | |
contributor author | Guangjun Cui | |
contributor author | Zhen Liu | |
contributor author | Cuiying Zhou | |
contributor author | Feng Xu | |
contributor author | Hua Mei | |
date accessioned | 2022-05-07T20:10:35Z | |
date available | 2022-05-07T20:10:35Z | |
date issued | 2022-02-24 | |
identifier other | (ASCE)MT.1943-5533.0004200.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4282077 | |
description abstract | A 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. | |
publisher | ASCE | |
title | Diffusion Resistance to Two Opposite-Side Chloride Ions of Concrete Based on the Diffusion Constant | |
type | Journal Paper | |
journal volume | 34 | |
journal issue | 5 | |
journal title | Journal of Materials in Civil Engineering | |
identifier doi | 10.1061/(ASCE)MT.1943-5533.0004200 | |
journal fristpage | 04022065 | |
journal lastpage | 04022065-12 | |
page | 12 | |
tree | Journal of Materials in Civil Engineering:;2022:;Volume ( 034 ):;issue: 005 | |
contenttype | Fulltext | |