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Long-term tunnel behaviour and ground movements after tunnelling in clayey soils

Underground Space 2017年第3期2卷 149-167页

作者： Kenichi Soga Richard George Laver Zili Li Department of Civil and Environmental Engineering University of CaliforniaBerkeleyBerkeleyCA 94720-1710USA Golder Associates(Hong Kong)Limited 17/FNo.88 Gloucester RoadWan ChaiHong Kong Civil&Environmental Engineering Building University College CorkCollege RoadCorkIreland

Long term ground movements above a tunnel may continue to increase with time after tunnelling in clayey soils as the tunnellinginduced excess pore water pressures dissipate,whilst the changing earth pressure acting on the tunnel leads to further tunnel deformation during *** the tunnel itself introduces new drainage conditions;that is,depending on the drainage condition of the tunnel lining,the effective stresses around the tunnel change with time,inducing further soil consolidation.A seepage rate from low permeability clayey soil is often very small and the groundwater seeping into the tunnel can evaporate *** a tunnel may look impermeable because the surface looks dry,it is possible that the tunnel drainage conditions are actually *** paper summarises the investigation of soil-tunnel consolidation interaction,particularly focusing on ground surface movements and tunnel lining deformation in the interest of engineering *** results show that tunnel lining permittivity relative to the permeability of the surrounding ground plays an important role on both long-term ground movements as well as tunnel lining *** findings published in literature are reviewed step by step starting from a single tunnel,twin tunnels to complex cross passage *** mechanisms of tunnelling-induced soil consolidation for these structures are identified and,where applicable,possible engineering methodologies to assess the magnitude of long-term ground surface settlements and tunnel lining loads are proposed.

关键词： Radial seepage flow Long-term horizontal strain Twin tunnel interaction cross passage deformation Settlement evaluation method

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