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As filler, its effects on moisture sensitivity of asphalt mixture were evaluated by modified Lottman test, indirect tensile stiffness modulus test, static creep and indirect tensile fatigue test.
We first present how to theoretically and numerically implement a two-dimensional model to examine meso- and macroscopic structure effects on moisture diffusivity within concretes.
Concentration, carbohydrate excipient (trehalose, lactose and mannitol) and the ratio of NP to excipient were varied to monitor the effects on moisture content, particle morphology, particle size and powder yield.
Blanching, soaking and salt concentration all had significant positive effects on moisture content, ash content, leached solids, phytates, tannins and hardness of the canned cowpeas with significant interaction between all the factors with high regression coefficients (72.0 91.4%).
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This paper presents and discusses the results of an experimental investigation on the effects of moisture on the bond behavior in FRP-strengthened masonry bricks.
In order to get a better understanding of the mechanism behind this phenomenon, a systematic study on the effects of moisture on the glass transition temperature and thermomechanical properties of this SMP was carried out.
In addition, because the model can reflect the effect on moisture loss of age and position from one parameter, RH, the model can predict shrinkage strain in concrete structures not only for different time but also for different positions.
Log lengths did not have a significant effect on moisture content loss in our study, although 244-cm logs dried on average 3%% faster than 350-cm logs.
The introduction of recycled aggregate had a negative effect on moisture resistance and low-temperature flexibility of asphalt mixture.
However, the difference in diffusion rate was observed between the 3D and unidirectional composites during adsorption, the 3D fabric showing a higher hindrance effect on moisture diffusion.
Hence, coupled heat and moisture transport in concrete had a significant effect on moisture transport, and the effect of damage on moisture transport must be considered when determining humidity field in damaged concrete.
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