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...
Main Authors: | , , |
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Other Authors: | |
Format: | Article |
Language: | en_US |
Published: |
Thomas Telford Ltd.
2015
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Online Access: | http://hdl.handle.net/1721.1/92766 https://orcid.org/0000-0002-3428-676X https://orcid.org/0000-0001-5358-4140 |