Face stability of shallow circular tunnels driven under the water table: a numerical analysis

DOI<79::AID-NAG960>3.0.CO;2-T 10.1002/(SICI)1096-9853(199901)23:1<79::AID-NAG960>3.0.CO;2-TzbMath0947.74034OpenAlexW1990526436MaRDI QIDQ4248594

A. Cuvillier, S. Maghous, Luc Dormieux, Patrick de Buhan

Publication date: 12 November 2000

Full work available at URL: https://doi.org/10.1002/(sici)1096-9853(199901)23:1<79::aid-nag960>3.0.co;2-t

zbMATH Keywords

stability analysisfinite element methodvariational formulationtunnelseepage flowminimum of quadratic functionalexcavation processfailure design approachhydraulic boundary value problemsoil anisotropic permeabilitywater-saturated frictional soil

Mathematics Subject Classification ID

Fluid-solid interactions (including aero- and hydro-elasticity, porosity, etc.) (74F10) Bifurcation and buckling (74G60) Soil and rock mechanics (74L10)

Cites Work

• Feasibility of a numerical method for computing the ultimate loads of three-dimensional structures
• The influence of tunnel excavation on the hydraulic head

This page was built for publication: Face stability of shallow circular tunnels driven under the water table: a numerical analysis