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The SEM micrographs illustrated the widespread distribution of mortars containing NT with packed pore structures which resulted in promoting of strength and durability of specimens.
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Pore size distribution of CA mortars presented three peaks.
Experiments were conducted in which the air bubbles size distribution of fresh mortars was measured with an air-void analyzer (AVA).
In order to provide the information about the pore size distribution of cement mortars, MIP test was performed on small-cored samples taken out from the specimens.
In particular, the free and total chloride concentration, internal relative humidity, and pore size distribution of six mortar with various water-to-cement ratios and additions of supplementary cementitious materials (SCMs) were measured.
Open image in new window Fig. 3 The probable density distribution of old mortar adhesive rate.
Therefore, it follows that the chloride diffusion coefficient of RAC has a stochastic distribution because of the stochastic distribution of old mortar in RCA (Abbas et al. 2009), and a stochastic service-life model for chloride-induced corrosion in reinforced RAC have been developed and implemented well by Srubar (2015).
The masonry is considered as a periodic composite material composed by a regular distribution of brick and mortar and it is analyzed using a homogenization technique.
The mechanical properties of the microbial mortar, such as uniaxial compressive strength, splitting tensile strength, compressive strength under cyclic loading and uniaxial compressive fatigue, were tested, and the crystal structure of the carbonate cementation and pore-size distribution of the microbial mortar were analyzed.
Open image in new window Fig. 4 Pore size distribution of CEM II mortar determined from the water adsorption desorption.
Abbas et al. (2009) investigated the distribution of the residual mortar content of RCA by the method of image analysis, which served as a quality control tool for such aggregates and which provided an accurate measurement of the residual mortar content in recycled aggregates.
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