Peck R B.Deep Excavations and Tunneling in Soft Ground[C]//Stateof the Art Report.Proceeding of 7th International Conference on SoilMechanics and Foundation Engineering.Mexico City:1969:225-290.
[2]
韩煊.隧道施工引起地层位移及建筑物变形预测的实用方法研究[D].西安:西安理工大学,2006.
[3]
Knothe S.Observations of Surface Movements Under Influence ofMining and Their Theoretical Interpretation[C]//Proceedings ofEuropean Congress on Ground Movement.Leeds,UK:University ofLeeds,1957:210-218.
[4]
刘建航,候学渊.盾构法隧道[M].北京:中国铁道出版社,1991.
[5]
Clough G W,Schmidt B.Design and Performance of Excavations andTunnels in Soft Clay[G]//Brand E W,Brenner R P Soft ClayEngineering.New York:Elsevier Science Publishing Company,1981:569-634.
[6]
Attewell P B.Engineering Contract,Site Investigation and SurfaceMovements[G]∥Resendis D,Romo M P.Tunneling Works,Soft-Ground Tunneling Failure and Displacements.Rotterdam:Balkema,1981:5-12.
[7]
陈秋宗.台北市潜盾隧道施工对地盘沉陷之影响[D].新竹:国立交通大学,1988.
[8]
Loganathan N,Poulos H G.Analytical Prediction for Tunneling-Induced Ground Movement in Clays[J].Journal of Geotechnical andGeoenvironmental Engineering,1998,124(9):846-856.
[9]
Atkinson J H,Potts D M.Subsidence Above Shallow Tunnels in SoftGround[J].Journal of Geotechnical Engineering,ASCE,1977,103(4):307-325.
[10]
Lee C J,Wu B R,Chiou S Y.Soil Movements Around a Tunnel inSoft Soils[C]//Proceedings of the National Science Council,Part A,Physical Science and Engineering.Taiwan,China:1999,23(2):235-247.
[11]
Attewell P B,Farmer I W.Ground Deformations Resulting fromShield Tunnelling in London Clay[J].Canadian GeotechnicalJournal,1974,11(3):380-395.
[12]
Rankin W J.Ground Movement Resulting from Urban Tunnelling:Predictions and Effects.Engineering Geology of UndergroundMovements[C]//Proceedings of the 23rd Annual Conference on theEngineering Group of the Geological Society.Nottingham,UK:Nottingham University,1988:79-92.
[13]
Mair R J,Taylor R N,Bracegirdie A.Subsurface Settlement ProfilesAbove Tunnels in Clays[J].Geotechnique,1993,43(2):315-320.
[14]
O’Reilly M P,New B M.Settlements Above Tunnels in the UnitedKingdom Their Magnitude and Prediction[C]∥Jones M J.Proceedings of Tunnelling’82 Symposium.London:Institution ofMining and Metallurgy,1982:173-181.
Lee K M,Ji H W,Shen C K,et al.Ground Response to theConstruction of Shanghai Metro Tunnel-Line 2[J].Soils andFoundations,1999,39(3):113-134.
[22]
徐俊杰.土压平衡盾构施工引起的地表沉降分析[D].成都:西南交通大学,2004.
[23]
Deane A R,Bassett R H.The Heathrow Express Trial Tunnel[J].Geotechnical Engineering,1995,113(7):144-156.
[24]
Palmer J H,Belshaw D J.Deformations and Pore Pressures in theVicinity of a Precast,Segmented Concrete-Lined Tunnel in Clay[J].Canadian Geotechnical Journal,1980,17(2):174-184.
[25]
Yi X,Rowe R K,Lee K M.Observed and Calculated Pore Pressuresand Deformations Induced by an Earth Balance Shield[J].CanadianGeotechnical Journal,1993,30(3):476-490.
Cording E J,Hansmire W H.Displacement Around Soft GroundTunnels,General Report:Session IV,Tunnels in Soil[C]//Proceedings of the 5th Panamerican Congress on Soil Mechanics andFoundation Engineering.[s.l.]:1975:571-632.
