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Upper Bound Solution of Safety Factor for Shallow Tunnels Face Using a Nonlinear Failure Criterion and Shear Strength Reduction Technique

A method to evaluate the stability of tunnel face is proposed in the framework of upper bound theorem. The safety factor which is widely applied in slope stability analysis is introduced to estimate the stability of tunnel face using the upper bound theorem of limit analysis in conjunction with a st...

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Bibliografiset tiedot
Päätekijät: Fu Huang, Zai-lan Li, Tong-hua Ling
Aineistotyyppi: Artigo
Kieli:Inglês
Julkaistu: Hindawi Limited 2016-01-01
Sarja:Mathematical Problems in Engineering
Linkit:http://dx.doi.org/10.1155/2016/4832097
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