Elastic consolidation around a lined circular tunnel

DOI10.1016/0020-7683(84)90030-1zbMath0544.73133OpenAlexW2075977642MaRDI QIDQ797382

J. R. Booker, John P. Carter

Publication date: 1984

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

Full work available at URL: https://doi.org/10.1016/0020-7683(84)90030-1

zbMATH Keywords

consolidationinteractioneffects of the elastic propertiesmagnitude of the initial stress stateremoval of materialresponse of the lining is dependent on timesurrounding saturated, elastic soilthickness of the liningthin, circular, elastic tunnel lining

Mathematics Subject Classification ID

Flows in porous media; filtration; seepage (76S05) Soil and rock mechanics (74L10)

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