Ground behaviour around a tunnel using various soil models

Finite Element (FE) analyses are used world widely in geotechnical engineering to obtain the soil displacement caused by tunnelling. The surface settlement induced by tunnelling predicted by FE is known to be wider and shallower than the field measurements particularly for stiff clays with high coef...

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Bibliographic Details
Main Authors: Namazi, E. (Author), Mohamad, H. (Author), Hong, A. K. B. (Author), Hajihassani, M. (Author), Jusoh, S. N. (Author), Abad, S. V .A .N. K. (Author)
Format: Article
Language:English
Published: EJGE, 2012.
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