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The layers elastic moduli were estimated through back-calculation.
The low bound values for both system in-plane shear moduli were estimated from the experimental deflection results.
Their shear moduli were estimated to range from 149.1 to 153.4 GPa and hardnesses were expected to be less than 20 GPa.
The monitoring of the investigated section was carried out in-situ by both Falling Weight Deflectometer (FWD) and Ground Penetrating Radar (GPR) measurements and the asphalt pavement layers moduli were estimated utilizing genetic algorithms and evaluated.
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The effective complex moduli are estimated by the numerical homogenization using the finite element method.
Finally, two different microstructures are analysed and their incremental homogenised elastic moduli are estimated.
Dynamic elastic moduli are estimated from advanced acoustic log tests, and static moduli are measured in the laboratory.
Initial shear moduli, G0, were estimated during curve fitting of the secant shear modulus, Gs versus cumulative shear strain, by using the Gs-γt curve fit equation: G s = G 0 1 + β γ t (19).
The density, elastic moduli and costs of these alloys were estimated using the rule of mixtures of pure elements and were used as additional criteria for alloy selection.
In order to use a classical result of Vitanza (see, Theorem 2.1 in [13]) it is necessary to make an appropriate change of variables which allows to transform the operator L ˜ into a differential operator L ˜ ∗ whose lower order coefficients, in particular, belonging to Lebesgue spaces and their moduli of continuity can be estimated by moduli of continuity of the corresponding coefficients of L ˜.
It is pointed out that within the linear regime, the Young's and shear moduli of SWCNT have been estimated to be constant.
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