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International Journal of Geomechanics Volume 2, 2002 - Issue 4
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Original Articles

3D Effects of Surface Construction Over Existing Subway Tunnels

Graduate student M. Abdel Meguid Department of Civil Engineering, University of Western Ontario, London, Ontario, N6A 5B9. Fax: E-mail: [email protected]
,
Professor R. K. Rowe Geo-Engineering Center of Queens-RMC, Department of Civil Engineering, Queens University, Kingston, KNL 3N6, Ontario Fax: E-mail: [email protected]
&
Emeritus professor and director K. Y. Lo Geotechnical Research Centre, Department of Civil Engineering, University of Western Ontario, London, Ontario, N6A 5B9.
Pages 447-469 | Published online: 23 Aug 2006

REFERENCES

  • Lo , K. Y. and Ramsay , J. A. 1990 . The effect of construction on existing subway tunnels—a case study from Toronto . Tunneling and Underground Space Technology , 6 ( 109 ) : 287 – 297 .
  • Smith , I. M. and Griffiths , D. V. 1998 . Programming the Finite Element Method , Third edition , London : John Wiley .
  • Lee , K. M. and Rowe , R. K. 1990 . Finite element modeling of the three-dimensional ground deformations due to tunneling in soft cohesive soils: Part I — Method of Analysis. . Comput. Geotech. , 10 : 87 – 109 .
  • Augarde , C. E. and Burd , H. J. 2001 . Three-dimensional finite element analysis of lined tunnels . Int. J. Num. Meth. Geom. , 25 : 243 – 262 .
  • Abdel-Meguid , M. 2001 . Some Three-Dimensional Aspects of Tunneling , University of Western Ontario . Ph.D. Thesis (In preparation)
  • Brown , P. T. and Booker , J. R. 1985 . Finite element analysis of excavations . Comput. Geotech. , 1 ( 3 ) : 207 – 220 .
  • Gudehus , G. 1973 . Elastoplstische stoffgleichungen fur trockenen sand . Ingenieur-Archiv , 42
  • Matsuoka , H. and Nakai , T. 1974 . Stress-deformation and strength characteristics of soil under three different principle stresses . Proc. JSCE , 232 : 59 – 70 .
  • Lade , P. V. and Duncan , J. M. 1975 . Elasto-plastic stress-strain theory for cohesionless soils . Proc. ASCE , 101 : 1037 – 1053 .
  • Griffiths , D. V. 1989 . Computation of collapse loads in geomechanics by finite elements. . Ingenieur-Archiv , 59 : 237 – 244 .
  • Zienkiewicz , O. C. and Pande , G. N. 1977 . “ Some useful forms of isotropic yield surfaces for soil and rock mechanics ” . In Finite Elements in Geomechanics , Edited by: Gudehus , G. New York : John Wiley .
  • Addenbrooke , T. I. , Potts , D. M. and Puzrin , A. M. 1997 . The influence of pre-failure soil stiffness on the numerical analysis of tunnel construction . Geotechnique , 47 ( 3 ) : 693 – 712 .
  • Zienkiewicz , O. C. and Cormeau , I. C. 1974 . Viscoplasticity, plasticity and creep in elastic solids—A unified numerical solution approach . Int. J. Num. Meth. Eng. , 8 : 821 – 845 .
  • GID . 1999 . International Centre for Numerical Methods in Engineering Barcelona, , Spain version 6.0
  • Ng , R. M.C. and Lo , K. Y. 1985 . Measurement of soil parameters relevant to tunneling in clays . Can. Geotech. J. , 22 ( 3 ) : 375 – 391 .
  • Rowe , R. K. and Booker , J. R. 1982 . Finite layer analysis of non-homogeneous soils . ASCE J. Eng. Mech. Div. , 108 : 115 – 132 .
  • Muir Wood , A. M. 1975 . The circular tunnel in elastic ground . Geotechnique , 25 ( 1 ) : 115 – 127 .
  • Rowe , R. K. , Lo , K. Y. and Kack , G. J. 1983 . A method of estimating surface settlement above tunnel constructed in soft ground . Can. Geotech. J. , 29 : 11 – 22 .
  • Panet , M. and Guenot , A. “ Analysis of convergence behind the face of a tunnel ” . In Proc. Tunnellingz , 197 – 204 . London : Institution of Mining and Metallurgy .
  • Ghaboussi , J. 1983 . Finite element simulations of tunneling over subways . J. Geotech. Eng. ASCE , 109 ( 3 ) : 318 – 334 .

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