Plasticity solutions for soil behaviour around contracting cavities and tunnels

DOI<link itemprop=identifier href="https://doi.org/10.1002/(SICI)1096-9853(199910)23:12<1245::AID-NAG30>3.0.CO;2-W" /><1245::AID-NAG30>3.0.CO;2-W 10.1002/(SICI)1096-9853(199910)23:12<1245::AID-NAG30>3.0.CO;2-WzbMath0973.74052OpenAlexW2066188577MaRDI QIDQ4952164

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Publication date: 27 November 2001

Full work available at URL: https://doi.org/10.1002/(sici)1096-9853(199910)23:12<1245::aid-nag30>3.0.co;2-w

zbMATH Keywords

closed-form solutionsspherical cavitycylindrical cavitylogarithmic strainscontracting cavitiesMohr-Coulomb non-associated plasticity model

Mathematics Subject Classification ID

Small-strain, rate-independent theories of plasticity (including rigid-plastic and elasto-plastic materials) (74C05) Soil and rock mechanics (74L10)

Related Items (2)

Plastic design theory of frozen wall thickness in an ultradeep soil layer considering large deformation characteristics ⋮ A semi-analytical solution for shallow tunnels with radius-iterative-approach in semi-infinite space

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