Effect of construction conditions on the relationship between compressive strength and mass transport property

Abstract

In this research, authors selected member size and curing as construction conditions and conducted a quantitative experimental investigation on their influence on compressive strength and mass transport properties. The influence of member size on the seismic damage and air permeability of the concrete cover were measured and the influence of concrete bleeding and height direction were confirmed. The influence of curing condition could be seen in both compressive strength and air permeability and, as a result, the non-stationary period could be calculated because the diffusion coefficient of the chloride ion was not sensitive to the influence.[This abstract is not included in the PDF]