Effect of anisotropy in ground movements caused by tunnelling

Effect of anisotropy in ground movements caused by tunnelling

This paper presents closed-form analytical solutions for estimating far-field ground deformations caused by shallow tunnelling in a linear elastic soil mass with cross-anisotropic stiffness properties. The solutions describe two-dimensional ground deformations for uniform convergence (u [subscript ε...

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Bibliographic Details
Main Authors: Zymnis, Despina Maria (Contributor), Chatzigiannelis, I. (Author), Whittle, Andrew (Contributor)
Other Authors: Massachusetts Institute of Technology. Department of Civil and Environmental Engineering (Contributor)
Format: Article
Language:English
Published: Thomas Telford Ltd., 2015-01-09T18:12:57Z.
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