论文信息 - Greenfield ground response to EPBM tunnelling in London Clay - 字舞流文

Greenfield ground response to EPBM tunnelling in London Clay

Earth-pressure-balance machines (EPBMs) are frequently used in preference to more conventional non-pressurised tunnel-boring machines (TBMs) to minimise ground movements in the urban environment. T...

J. R. Standing | J. N. Shirlaw | D. Selemetas | J. Shirlaw | J. Standing | D. Selemetas

[1] T. W. Lambe,et al. Predictions in soil engineering , 1973 .

[2] Robert J. Mair,et al. SUBSURFACE SETTLEMENT PROFILES ABOVE TUNNELS IN CLAYS , 1993 .

[3] A P Deane,et al. THE HEATHROW EXPRESS TRIAL TUNNEL. , 1995 .

[4] John Burland,et al. Unexpected tunnelling volume losses in the Westminster area, London , 2006 .

[5] Günther Meschke,et al. Flow around a TBM: A Comparison of analytical and numerical models , 2012 .

[6] B. M. New,et al. Ground movement model validation at the Heathrow Express trial tunnel , 1994 .

[7] Robert Nyren,et al. Field measurements above twin tunnels in London Clay , 1998 .