Effect of Loading Type on Generated Stresses around a Circular Tunnel Lining in Sand

The study is carried out to investigate the behavior of tunnel lining in sandy soil byevaluating the magnitudes of the generated stresses that are generally required to ensure thesafety of tunnel construction. The testing program comprised different factors, i.e., sanddepth, density with and without...

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Bibliographic Details
Main Author: T. M. Toma
Format: Article
Language:English
Published: Unviversity of Technology- Iraq 2008-06-01
Series:Engineering and Technology Journal
Subjects:
Online Access:https://etj.uotechnology.edu.iq/article_26626_1ed8fde6b2201f68834779b2310131b3.pdf