DISPLACEMENTS AND STRAINS OF COUNTOURS OF THE UNDERGROUND STRUCTURES IN CRACKED ROCK MASSIF

Abstract

Problems of strain concentration and distribution of displacements around the contour of underground structures which are located in anisotropic and transverse isotropic rock massif are solved with numerical solution based on boundary integral equations.

Keywords

• трещиноватый горный массив
• подземные сооружения
• анизотропия
• трансверсально-изотропный массив
• квазиизотропный массив