Research on flow field characteristics in the karst tunnel face drilling hole (conduit) under the coupling between turbulence and seepage
Author:
Funder
National Natural Science Foundation of China
Publisher
Elsevier BV
Subject
Geotechnical Engineering and Engineering Geology,Building and Construction
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1. Investigation on seepage evolution property of surrounding rock under the tunneling and water surge;Tunnelling and Underground Space Technology;2024-11
2. A hydro-mechanical closed form solution for the minimum safety thickness of water‑resistant rock in a karst tunnel under drag force in the connected fracture;Tunnelling and Underground Space Technology;2024-10
3. A Novel Model of Hydraulic Aperture for Rough Single Fracture: Insights From Fluid Inertial and Fracture Geometry Effects;Journal of Geophysical Research: Solid Earth;2024-07
4. A semi-analytical model of the velocity profile for a conduit-multilayer matrix system;Journal of Rock Mechanics and Geotechnical Engineering;2024-06
5. An Analytical Model for the Coupling Between Seepage and Mud Inrush in the Karst Tunnel;Rock Mechanics and Rock Engineering;2024-05-21
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