Subsidence estimation utilizing various approaches - A case study: Tehran No. 3 subway line
暂无分享,去创建一个
[1] R. Peck. Deep excavations and tunnelling in soft ground , 1969 .
[2] R E Ranken,et al. TUNNEL DESIGN CONSIDERATIONS: ANALYSIS OF STRESSES AND DEFORMATIONS AROUND ADVANCING TUNNELS , 1975 .
[3] G. Hocking,et al. Three-dimensional elastic stress distribution around the flat end of a cylindrical cavity , 1976 .
[4] P. Egger,et al. DEFORMATIONS AT THE FACE OF THE HEADING AND DETERMINATION OF THE COHESION OF THE ROCK MASS , 1980 .
[5] A. Guenot,et al. Analysis of convergence behind the face of a tunnel : Tunnelling 82, proceedings of the 3rd international symposium, Brighton, 7–11 June 1982, P197–204. Publ London: IMM, 1982 , 1983 .
[6] A. R. Selby,et al. Soil Movements Induced by Tunnelling and Their Effects on Pipelines and Structures , 1986 .
[7] W J Rankin,et al. Ground movements resulting from urban tunnelling: predictions and effects , 1988, Geological Society, London, Engineering Geology Special Publication.
[8] Anders Krogh,et al. Introduction to the theory of neural computation , 1994, The advanced book program.
[9] F. Corbetta,et al. Contribution à la méthode convergence-confinement par le principe de la similitude , 1991 .
[10] John A. Hudson,et al. Comprehensive rock engineering , 1993 .
[11] R. Palmer,et al. Introduction to the theory of neural computation , 1994, The advanced book program.
[12] M. Panet. Le calcul des tunnels par la méthode convergence-confinement , 1995 .
[13] Philippe De Wilde. Neural Network Models , 1996 .
[14] Simon Haykin,et al. Neural Networks: A Comprehensive Foundation , 1998 .
[15] Yunmei Lin. Advances in Rock Mechanics , 1998 .
[16] C. Fairhurst,et al. APPLICATION OF THE CONVERGENCE-CONFINEMENT METHOD OF TUNNEL DESIGN TO ROCK MASSES THAT SATISFY THE HOEK-BROWN FAILURE CRITERION , 2000 .
[17] Fulvio Tonon,et al. Effect of Elastic Anisotropy on Tunnel Wall Displacements Behind a Tunnel Face , 2002 .
[18] Tugrul Unlu,et al. Effect of Poisson's ratio on the normalized radial displacements occurring around the face of a circular tunnel , 2003 .
[19] S. Suwansawat,et al. Artificial neural networks for predicting the maximum surface settlement caused by EPB shield tunneling , 2006 .