Method to Evaluate the Long-Term Surface Movements by Tunneling in London Clay

AbstractLong-term ground movements occur after tunnel construction in clayey soils due to dissipation of excess pore pressure generated during construction and a new seepage state that depends on the drainage conditions of the tunnel. A methodology was proposed in the past to evaluate the long-term...

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Veröffentlicht in:	Journal of geotechnical and geoenvironmental engineering 2017-03, Vol.143 (3)
Hauptverfasser:	Laver, Richard George, Li, Zili, Soga, Kenichi
Format:	Artikel
Sprache:	eng
Schlagworte:	Clay (material) Consolidation Geotechnics Mathematical analysis Seepage Strain Technical Note Technical Notes Tunnel construction Tunnels (transportation)
Online-Zugang:	Volltext
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