1Peck R B. Deep excavations and tunnelling in soft ground[A]. In:Proceedings of the 7th International Conference on Soil Mechanics and Foundation Engineering[C]. Mexico City:Sociedad Mexicana de Mecanica de Suelos,A. C,1969. 225-290.
2Mair R J,Taylor R N. Bored tunnelling in the urban environment[A]. In:Proceedings of 14th International Conference on Soil Mechanics and Foundation Engineering(Vol.4)[C]. Hamburg:Balkema,1997. 2 353-2 385.
3Lee K M,Rowe R K. Finite element modeling of the three dimensional ground deformations due to tunneling in soft cohesive soils:part I-methods of analysis[J]. Computers and Geotechnics,1990,2(2):87-110.
4Lee K M,Rowe R K. Finite element modeling of the three dimensional ground deformations due to tunneling in soft cohesive soils:part II-results[J]. Computers and Geotechnics,1990,2(2):111-138.
5Lee K M,Rowe R K,Lo K Y. Subsidence owing to tunnelling. I. estimating the gap parameter[J]. Canadian Geotechnical Journal,1992,29(1):929-940.
6Lee K M,Rowe R K,Lo K Y. Subsidence owing to tunnelling. Ⅱ. evaluation of a prediction technique[J]. Canadian Geotechnical Journal,1992,29(1):941-953.
7Komiya K,Soga K,Akagi H,et al. Finite element modelling of excavation and advancement process of a shield tunneling machine[J]. Soils and Foundations. 1999,39(3):37-52.
8Lin D G,Tseng C T,Phienwej N,et al. 3D deformation analysis of earth pressure balance shield tunnelling in Bangkok subsoil[J]. Journal of the Southeast Asian Geotechnical Society,2002,(1):13-27.
