Abstract

During tunnel excavation, water hazards in faults, especially steep water rich faults, pose a serious threat to safe construction in some complex mountains, which leads to low economic growth and development in these areas. Direct current resistivity method, which has high resolution and sensitivity to the low resistivity body is widely used to predict the water-bearing structures in the front of tunnel face. The current prediction models are based on the resistivity isotropic medium, however, the resistivity of water bearing fault is often anisotropic due to rock fracture. The prediction model neglecting the anisotropy is obviously inaccurate, which brings potential threats to safe construction. We develop a three-dimensional resistivity modeling for anisotropic media using unstructured finite element method. The algorithm is proved to be accurate by comparison of numerical results and analytical solutions for a whole-space model. Another classical anisotropic model also demonstrated the reliability of our code from a physical point of view. Then we propose a prediction equation to predict the position of a vertical fault with anisotropic resistivity in the front of tunnel face by the finite element simulations. The parallel Monte Carlo method is used to test and evaluate the quality of our prediction equation by simulations of 10000 random vertical fault models, results counted by the histogram showed 85.36% of the results are predicted within 10% of the error. Besides, 93.17% of the results are predicted within 15% of the error using the equation for random faults with 75 degree dip angle, which shows that our prediction model can effectively forecast steeply dipping water-rich faults or fracture zones.

Highlights

  • In the construction of highways, high-speed railways, and coal mines, it is difficult but crucial to prevent water inrush hazards in tunnel excavations, especially with the increase of tunnel depth in mountain areas

  • A three-dimensional (3D) resistivity modeling for anisotropic media using unstructured finite element (FE) method is developed, and applied to establish a new prediction equation to predict the position of a vertical fault with anisotropic resistivity in the front of tunnel face

  • A 3D resistivity modeling for anisotropic media using unstructured finite element method is developed in this paper

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Summary

INTRODUCTION

In the construction of highways, high-speed railways, and coal mines, it is difficult but crucial to prevent water inrush hazards in tunnel excavations, especially with the increase of tunnel depth in mountain areas. There is no prediction model for advanced detection in tunnel considering resistivity anisotropy and including anisotropic coefficient in it. This study focus on the prediction model for advanced detection of steeply dipping water-bearing fault in order to effectively reduce and prevent water inrush disaster in tunneling. A three-dimensional (3D) resistivity modeling for anisotropic media using unstructured finite element (FE) method is developed, and applied to establish a new prediction equation to predict the position of a vertical fault with anisotropic resistivity in the front of tunnel face. B. FINITE ELEMENT APPROACH To investigate 3D anisotropy resistivity modelling in tunnel prediction, with the application of Galerkin’s method [29], the boundary value problem for (1) and (2) of total electric potential can be simplified as.

SINGULARITY REMOVAL
UNSTRUCURED GRIDS
VERIFICATION OF FEM ALGORITHM
PROPOSED PREDICTION EQUATION
EVALUATION OF PREDICTION MODEL BY MONTE CARLO METHODS
CONCLUSION
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