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- W2069956776 abstract "Expressions are derived for the radial displacements in the upper part of a cylindrical tunnel in a uniform isotropic massive that experiences constant radial pressure. The mathematical conclusions are reached using the associative law for the fluidity-plastic flow and four failure criteria: Mohr-Coulomb's linear criterion, Leon-Torre's parabolic criterion, and Hoek-Brown's new and old criteria. The displacements are determined under the condition that the load on the construction is equal to the rock pressure in the upper part, calculated by the joint Fenner-Talobre's and Caquot-Kérisel's approaches. Three computational examples are given — the metro-tunnel in Munich and the Channel Tunnel. The results obtained are compared with those measured in situ." @default.
- W2069956776 created "2016-06-24" @default.
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- W2069956776 date "1998-10-01" @default.
- W2069956776 modified "2023-09-23" @default.
- W2069956776 title "Calculation of the displacements and Pacher's rock pressure curve by the associative law for the fluidity-plastic flow" @default.
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- W2069956776 doi "https://doi.org/10.1016/s0886-7798(98)00087-x" @default.
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