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The solids were characterised by evaluating the surface area, porosity, metal dispersion and surface composition.
The possibility of top surface localization of buried QD has been studied in the past by the growth of stacked structures [1] and more recently, by evaluating the surface morphology once a single layer of QD is capped [3].
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For the first time, the spall behavior of UHMWPE composites was determined by evaluating the free surface velocity measured via Photonic Doppler Velocimetry (PDV).
However, visual assessment of mineral matter and micro structural features may be carried out by evaluating the viewed surface area of the litho type shielded by mineral matter and by observing the number of places where the same micro structural features appear.
We address these issues by evaluating the characteristics of surface water connection between side arms and the main river channel in a former braided river section and the role and degree of connectivity (i.e. duration of surface water connection) on the sediment biogeochemistry.
The actuation dynamics was investigated by evaluating the time profiles of the surface temperature and corresponding curvature of sample s3 in response to a step input voltage of 20 V.
Urban ecological indicators allow the objective and quantitative characterisation of ecological conditions in a spatially continuous way by evaluating the influence of urban surface types with respect to ecological functions and ecosystem services.
The sustained damage was measured by evaluating the area of the damaged surface in time intervals of 4 s.
MicroRNA forced expression biological effects were first examined by evaluating the expression of unilineage differentiation surface markers: CD235a that first appears at the basophilic normoblast stage of erythroid differentiation, CD41a as an indicator of megakaryocytic commitment, CD14 distinguishing monocytic differentiation while CD66b reflects granulocytic cell fate.
By evaluating the pressure field on the wetted surface of the model, we estimate the hydrodynamic loading during water entry.
The optimized geometries were confirmed as minima on the potential energy surface (PES) by evaluating the hessian and checking for the presence of all real frequencies.
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