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This study introduces a new semi-analytical method to accurately predict groundwater inflow and water level changes around tunnels. The improved method accounts for excavation-induced drawdown, offering better predictions than traditional approaches.

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Area of Science:

  • Geotechnical Engineering
  • Hydrogeology
  • Civil Engineering

Background:

  • Accurate groundwater inflow estimation is critical for tunnel design and environmental impact assessment.
  • Current analytical methods often fail to account for excavation-induced drawdown, leading to inaccurate predictions of water level reduction and inflow rates.

Purpose of the Study:

  • To develop a more accurate semi-analytical method for predicting groundwater inflow and the height of the lowered water level around tunnels.
  • To incorporate the effects of excavation-induced drawdown into groundwater flow analysis for tunnels.

Main Methods:

  • Conceptualizing the tunnel problem as two-dimensional flow in a plane perpendicular to the tunnel axis.
  • Utilizing numerical analysis results to develop a semi-analytical prediction model.
  • Deriving an analytical formula that explicitly considers excavation-induced drawdown.

Main Results:

  • The proposed semi-analytical method provides a more accurate prediction of tunnel groundwater inflow compared to existing analytical formulas.
  • The method demonstrates improved accuracy even for scenarios with inclined groundwater levels.
  • The developed formula effectively captures the impact of excavation-induced drawdown on pore water pressure and water levels.

Conclusions:

  • The novel semi-analytical method offers a significant advancement in estimating groundwater inflow for tunnel engineering.
  • Accounting for excavation-induced drawdown is essential for reliable tunnel design and environmental impact assessments.
  • This approach enhances the predictability of groundwater behavior around tunnels, particularly in complex hydrogeological conditions.