Application of Artificial Neural Network method for deformation analysis of shallow NATM tunnel due to excavation

  • Lee, Jae-Ho (Dept. of Civil Engineering, Kyungpook National University) ;
  • Akutagawa, Shnichi (Dept. of Architecture and Civil Engineering, Kobe University) ;
  • Moon, Hong-Duk (Dept. of Civil Engineering, Jinju National University) ;
  • Han, Heui-Soo (Dept. of Civil Engineering, Kumoh Nat'l Institute of Tech.) ;
  • Yoo, Ji-Hyeung (Dept. of Civil Engineering, Kyungil University) ;
  • Kim, Kwang-Yeun (Dept. of Civil Engineering, Kyungil University)
  • Published : 2008.10.21

Abstract

Currently an increasing number of urban tunnels with small overburden are excavated according to the principle of the New Austrian Tunneling Method (NATM). For rational management of tunnels from planning to construction and maintenance stages, prediction, control and monitoring of displacements of and around the tunnel have to be performed with high accuracy. Computational method tools, such as finite element method, have been and are indispensable tool for tunnel engineers for many years. It is, however, a commonly acknowledged fact that determination of input parameters, especially material properties exhibiting nonlinear stress-strain relationship, is not an easy task even for an experienced engineer. Use and application of the acquired tunnel information is important for prediction accuracy and improvement of tunnel behavior on construction. Artificial Neural Network (ANN) model is a form of artificial intelligence that attempts to mimic behavior of human brain and nervous system. The main objective of this paper is to perform the deformation analysis in NATM tunnel by means of numerical simulation and artificial neural network (ANN) with field database. Developed ANN model can achieve a high level of prediction accuracy.

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