Elastic consolidation around a deep circular tunnel

DOI10.1016/0020-7683(82)90093-2zbMath0505.73071OpenAlexW2592529092MaRDI QIDQ1836527

J. R. Booker, John P. Carter

Publication date: 1982

Published in: International Journal of Solids and Structures (Search for Journal in Brave)

Full work available at URL: https://espace.library.uq.edu.au/view/UQ:278767/TA1_U4956_NO22.pdf

zbMATH Keywords

general solutionconsolidationstress changescutting of long and deep circular tunnellinear elastic soiltime dependent displacements

Mathematics Subject Classification ID

Soil and rock mechanics (74L10) Geophysical solid mechanics (74L05)

Related Items (4)

BOUNDARY ELEMENT ANALYSIS OF LINEAR THERMOELASTIC CONSOLIDATION ⋮ Dual Porosity/Single Permeability Poromechanics Response of an Inclined Wellbore with No-Flow Outer Boundary ⋮ Stress and pressure fields around two wellbores in a poroelastic medium ⋮ Three-dimensional analytical poromechanical solutions for an arbitrarily inclined borehole subjected to fluid injection

This page was built for publication: Elastic consolidation around a deep circular tunnel