Affiliation:
1. 1 Department of Hydraulic Engineering, College of Hydraulic and Environmental Engineering, China Three Gorges University, Yichang City, 443002, China
Abstract
Abstract
Predicting groundwater inflow into tunnels is essential to ensure the safe accessibility and stability of underground excavations and to attenuate any associated risks. Such predictions have attracted much attention due to their tremendous importance and the challenge of determining them accurately. Over recent decades, based on diverse methods, researchers have developed many relevant analytical solutions. Considering these research efforts, this article identifies and describes the most critical key factors that strongly influence the accuracy of groundwater inflow predictions in rock tunnels. In addition, it presents a synthesis of the latest advances in analytical solutions developed for this purpose. These key factors are mainly time dependency of groundwater inflows, water-bearing structures, aquifer thickness, hydraulic head and groundwater drawdown, rock permeability and hydraulic conductivity, fracture aperture, and rainfall data. For instance, groundwater inflows into tunnels comprise two stages. However, the transition between the stages is not always rapid and, for tunnels located in faulted karst terrains and water-rich areas, groundwater inflows can exceed 1,000 L/min/m. Under high stress, rock permeability can increase up to three times near the inevitable excavation-damaged zones, and groundwater inflows into tunnels can be significantly affected. Despite the enormous amount of research already conducted, improvements in the accuracy of predicting groundwater inflows into rock tunnels are still needed and strongly suggested.
Funder
China Scholarship Council
Subject
Water Science and Technology
Reference150 articles.
1. Geometry and properties of the excavation-induced fractures at the meuse/haute-marne URL drifts;Rock Mechanics and Rock Engineering,2014
2. Analysis of water inflows in the Donkin-Morien No. 3 tunnel, Sydney Coalfield, Nova Scotia;International Journal of Mine Water,1985
3. Modeling of subsidence and stress-dependent hydraulic conductivity for intact and fractured porous media;Rock Mechanics and Rock Engineering,1994
4. Anisotropy is everywhere, to see, to measure, and to model;Rock Mechanics and Rock Engineering,2015
5. A case study on TBM tunnelling in fault zones and lessons learned from ground improvement;Tunnelling and Underground Space Technology,2017
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