![SOME FUNDAMENTAL DEFINITIONS OF THE ELASTIC PARAMETERS FOR HOMOGENEOUS ISOTROPIC LINEAR ELASTIC MATERIALS IN PAVEMENT DESIGN AND ANALYSIS | Semantic Scholar SOME FUNDAMENTAL DEFINITIONS OF THE ELASTIC PARAMETERS FOR HOMOGENEOUS ISOTROPIC LINEAR ELASTIC MATERIALS IN PAVEMENT DESIGN AND ANALYSIS | Semantic Scholar](https://d3i71xaburhd42.cloudfront.net/23b4fdf96224e7d2d7ca8a79c4026456e13ce714/3-Figure1-1.png)
SOME FUNDAMENTAL DEFINITIONS OF THE ELASTIC PARAMETERS FOR HOMOGENEOUS ISOTROPIC LINEAR ELASTIC MATERIALS IN PAVEMENT DESIGN AND ANALYSIS | Semantic Scholar
![A methodology to determine the elastic properties of anisotropic rocks from a single uniaxial compression test - ScienceDirect A methodology to determine the elastic properties of anisotropic rocks from a single uniaxial compression test - ScienceDirect](https://ars.els-cdn.com/content/image/1-s2.0-S1674775518305493-gr1.jpg)
A methodology to determine the elastic properties of anisotropic rocks from a single uniaxial compression test - ScienceDirect
![SOLVED: The constitutive relation for a linear elastic isotropic homogeneous material is given by: σ = Cε Where σ = [σx σy τxy]T is the stress vector, ε = [εx εy γxy]T SOLVED: The constitutive relation for a linear elastic isotropic homogeneous material is given by: σ = Cε Where σ = [σx σy τxy]T is the stress vector, ε = [εx εy γxy]T](https://cdn.numerade.com/ask_images/bb931c3d47a94f948895e6c5d8ca0d2a.jpg)