SOME RESULTS OF USING ANISOTROPIC SOIL MODEL FOR THE NUMERICAL MODELING OF THE STRESS-STRAIN STATE OF CLAYSTONE
In the article the results of experimental investigations of the deformation anisotropy of claystones are represented. The authors have obtained ratios to determine the parameters of the model of anisotropic fractured rock (Jointed Rock model), realized in the program complex PLAXIS. Much attention is given to the comparison of the results of numerical modeling of the stress-strain state of claystone and field experiments.