Calculation of the Stress State of Certain Elements of Engineering Structures

摘要

This paper presents the calculation results of the stress state of construction elements of underground engineering structures such as single distillation subway tunnels and ground floors of high rise buildings, located in especially complex heterogeneous and inclined layered soil columns and rocks of the anisotropic structure. The problem is solved by mathematical modeling with the use of the finite element method. The research establishes some patterns of stress field distribution depending on the inclination angle of the plane of disotropy from a horizontal plane.