Розрахунок підземної споруди із застосуванням програмного комплексу ANSYS

Abstract

The stress-deformed state of a cylindrical tunnel, a three-layer soil environment and a foundation of a structure located on a surface of a soil massif using the software system Ansys is considered. The method of calculations of the stress-strain state of a cylindrical tunnel and three-layer soil environment in the program Ansys is universal and can be used in engineering practice.