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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Format: | Article |
Language: | English |
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Unviversity of Technology- Iraq
2008-06-01
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Series: | Engineering and Technology Journal |
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Online Access: | https://etj.uotechnology.edu.iq/article_26626_1ed8fde6b2201f68834779b2310131b3.pdf |