Sentence examples for micro properties of from inspiring English sources

Macro properties of concrete materials, i.e., compressive strength, drying shrinkage and chloride penetrability, and micro properties of Interfacial Transition Zone (ITZ), i.e., length and elastic modulus, are tested.

The improvement in the engineering and bulk properties of concrete mixtures incorporating GWG microparticles as cement indicates that GWG microparticles can be used beneficially as cementing material of SCC, however, additional experimental results are needed for micro properties of this type of concrete.  .

Experimental study includes micro properties of diverse types of aggregate/mortar interfaces in RC, i.e., the length, width, and elastic modulus, and the macro properties of concrete materials, i.e., the compressive strength, density degree and chloride ion diffusion coefficient.

Finally, the interaction between the polymer modifying agents and base asphalt and its impact to the properties of the system were also analyzed combining macro, micro properties of modified asphalt and the morphology changes of modifier and asphaltenes.

The improvement in the engineering and bulk properties of concrete mixtures incorporating GWG microparticles as cement indicates that GWG microparticles can be used beneficially as cementing material of SCC, however, additional experimental results are needed for micro properties of this type of concrete.

The key factor in producing UHPC is to improve the micro and macro properties of its mixture constituents to ensure mechanical homogeneity and denser particle packing.

This study assesses effects of natural zeolite, as a supplementary cementitious material, on micro and macro properties of pastes and concretes having different water-to-cementitious materials ratios.

The micro-properties of collections of H2O molecules at 20°C suffice to satisfy the conditions for the liquidity of the water they compose.

However, the effects of simulated acid rain (SAR) on the leachability and micro-properties of GGBS-MgO stabilized Pb-contaminated soils are hardly investigated.

The first factor is represented in terms of the homogenized stress tensor and the second factor – in terms of stress concentration tensor, that relates to the micro-geometry and elastic or plastic micro-properties of composite components.

Park and Song (2009, 2013) carried out an extensive series of simulations for direct shear tests of rock joints using PFC3D to demonstrate the feasibility of reproducing a rock joint using the bonded particle model and examine the effect of the geometrical features and the micro-properties of a joint on its shear behaviour.