Safety Risk Assessment Method and Application of Tunnel Water Inrush Based on Disturbance Zoning

  • Zhao Bin ,
  • Hu Yufeng ,
  • Huang Zhenlei ,
  • Yin Xiaotao
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  • 1. China Construction Infrastructure Corp, Ltd., Beijing 100029, P. R. China;
    2. State Key Laboratory of Geo-mechanics and Geotechnical Engineering Safety, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, P. R. China

Received date: 2026-04-15

  Online published: 2026-09-07

Abstract

A quantitative risk assessment method for tunnel water inrush disasters is developed to enhance safety risk prevention capabilities under the influence of water-bearing structures. Addressing the water inrush risks induced by the coupling effects of water-bearing structure spatial positioning and surrounding rock disturbance, an integrated evaluation methodology combining geological detection and mechanical analysis is proposed. The methodology comprises three core components: First, the transient electromagnetic method is employed for advanced water detection to accurately identify the three-dimensional spatial distribution of water-bearing structures. Second, graphical analysis is applied to partition the surrounding rock disturbance into failure zone Df, stress-disturbed elastic zone De, and natural stress zone, establishing a spatial superposition risk assessment model between water-bearing structures and disturbance zones. Finally, for medium or high-risk scenarios, a danger coefficient Kc calculation formula constrained by force equilibrium is derived to dynamically adjust risk levels. Engineering validation demonstrates: When a water-bearing structure in a tunnel case was 9.00 m from the tunnel wall, combined with disturbance boundary values of Df=2.40 m and De=12.65 m, the initial risk assessment identified medium risk. After recalculating Kc=0.87, which is less than 1.00, the risk level was upgraded to high, consistent with subsequent actual water inrush incidents. Two key achievements are summarized as follows: a dual-level risk assessment framework of “preliminary determination-quantitative recheck” is established, achieving the transition from qualitative to quantitative risk grading, and the defined boundary values of the disturbance zone can provide a scientific basis for the minimum safe distance in advanced geological detection. The research outcomes form a complete technical system covering the entire process of “detection-analysis-evaluation-prevention” for tunnel water inrush risks, substantially improving assessment accuracy and offering innovative solutions for safe tunnel construction in complex geological conditions.

Cite this article

Zhao Bin , Hu Yufeng , Huang Zhenlei , Yin Xiaotao . Safety Risk Assessment Method and Application of Tunnel Water Inrush Based on Disturbance Zoning[J]. Chinese Journal of Underground Space and Engineering, 2026 , 22(4) : 1510 -1519 . DOI: 10.20174/j.JUSE.2026.04.38

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