Landslide processes in the asymmetric anticline geostructures
The purpose of the research is to explore both the theoretical and practical aspects of natural and man-made gravitational shear deformations and fractures. This will be based on the variational finite element method used to solve elasticity problems for asymmetric multilayer orthotropic shells of rotation while accounting for shear stiffness. To achieve this, we have modeled the shear deformations and failures of heterogeneous three-dimensional asymmetric anticline geostructures under the influence of gravity using the method mentioned above. The method of research.