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Comparison of the model predictions with the measured data for Young's modulus is presented.
The derivation of the K K relations developed for the complex modulus is presented by examining the physical background of the relations.
Young's modulus is presented for both clean and fouled ballast in wet and dry conditions using the results of surface wave testing and SASW.
An exact computational method for the shear stiffness of beams with circular cross sections and arbitrarily radially inhomogeneous Young's modulus is presented.
Comparison of the numerical results with the measured data of the residual stresses and Young's modulus is presented and fairly good agreement is noted.
Conductivity values presented ranges up to about 8 × 10− 7 S/cm, and a wide spectrum of values of the storage modulus is presented in a range from 2 MPa to 2 GPa at 20 °C.
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Closed form expressions of Biot tensor and of Biot modulus are presented as well as numerical applications for anisotropic shales.
Inferred data on lens shear modulus are presented for a set of twenty-nine lenses in the age range 12 years to 58 years.
The tensile strength increases gradually as the loading rate increases, while the tensile modulus almost remains the same as the loading rate increases until the loading rate reaches 10−2/s, at which a much higher modulus was presented.
The calculated values of the lattice constant and bulk modulus are presented in Table 1.
Special attention is put on aluminum/steel composites, as a high gradient in hardness and Young's modulus is present at the layer interfaces.
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