4.7 Article

Study on time-dependent behavior and stability assessment of deep-buried tunnels based on internal state variable theory

Journal

TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY
Volume 51, Issue -, Pages 164-174

Publisher

PERGAMON-ELSEVIER SCIENCE LTD
DOI: 10.1016/j.tust.2015.10.042

Keywords

Creep model; Internal state variables; FLAC(3D); Long-term stability; Tunnels

Funding

  1. National Basic Research Program of China [2015CB057904]
  2. National Natural Science Foundation of China [11172150, 51479097]
  3. State key Laboratory of Hydroscience and Engineering [2013-KY-2]

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The creep model based on thermodynamics with internal state variables theory can simulate complex time-dependent deformation of rock mass, describe process of energy dissipation of material system, and can be used to evaluate the long-term stability of underground structures quantitatively. In this paper, the creep model proposed by author is improved further and recast to be central difference equation. The redevelopment interface of FLAC(3D) is used to develop a new calculation program, which is based on thermodynamics for vsico-plasticity (PTV-P). Program validation has been conducted by comparing the results from FLAC(3D) and Matlab software under uniaxial compression condition. Then the developed program has been applied to analyze the time-dependent behavior of deep-buried double tunnels. The integral values of energy dissipation rate and its time derivative in domain can be calculated and are used to evaluate the long-term stability of tunnels quantitatively, and the evaluation criterion is also proposed. Moreover, the contour map of energy dissipation rate is used to exhibits the local non-equilibrium region clearly. (C) 2015 Elsevier Ltd. All rights reserved.

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