Title

Stresses and Displacements in a Transversely Isotropic Medium-Having a Lined Cylindrical Hole

Abstract

Stresses and displacements in a semi-infinite medium weakened by a cylindrical hole (shaft) are of importance in mining and geotechnical engineering. Recently the authors have presented a solution for the stresses and displacements in a transversely isotropic medium having a cylindrical hole with or without elastic lining. The solution of this problem is fairly complex and involves finally solution of a system of integral equations. However, a simple solution can be obtained for the case of a cylindrical hole, with a smooth rigid lining, in a semi-infinite medium. It is the object of this note to present such a solution and later on compare the vertical displacement at the surface obtained from this solution with those of no lining with friction and treating the medium as isotropic. Refs.

Department(s)

Mechanical and Aerospace Engineering

Keywords and Phrases

Cylinders-Theory; Stresses-Analysis

Document Type

Article - Journal

Document Version

Citation

File Type

text

Language(s)

English

Rights

© 1984 Indian Geotechnical Society, All rights reserved.

This document is currently not available here.


Share

 
COinS