Stress and displacement fields around a deep circular tunnel with partial sealing

doi:10.1016/s0266-352x(98)00035-4

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Stress and displacement fields around a deep circular tunnel with partial sealing

Computers and Geotechnics1999doi:10.1016/s0266-352x(98)00035-4

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10.2208/jscej.1994.499_1

A contribution to the analysis of stress in a circular tunnel

10.1680/geot.1961.11.1.37 · 1961

The circular tunnel in elastic ground

10.1680/geot.1975.25.1.115 · 1975

Discussion on “The circular tunnel in elastic ground”

10.1680/geot.1976.26.1.231 · 1976

Elastic solutions for a deep circular tunnel

10.1680/geot.1980.30.2.216 · 1980

Behavior of pressure tunnels and guidelines for liner design

10.1061/(asce)0733-9410(1994)120:10(1768) · 1994

Seepage-induced effective stresses and water pressures around pressure tunnels

10.1061/(asce)0733-9410(1994)120:1(108) · 1994

Pore pressures around tunnels in clay

10.1139/t92-089 · 1992

General theory of three-dimensional consolidation

10.1063/1.1712886 · 1941

Elastic consolidation around a deep circular tunnel

10.1016/0020-7683(82)90093-2 · 1982

Creep and consolidation around circular opening in infinite media

1984

Stress and displacement fields around a deep circular tunnel with partial sealing

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