Seepage Stability Analysis of a Deep-Buried Tunnel in Fractured Rocks Based on a Non-Darcy Hydro-Mechanical Coupled Method

Author:

Jia Jingqi,Chen Yun,Luo Hao,Ma Guowei

Publisher

Elsevier BV

Reference75 articles.

1. Stress effects on permeability in a fractured rock mass with correlated fracture length and aperture;A Baghbanan;International journal of rock mechanics and mining sciences,2008

2. Analytical solution for calculating the flow rate in a lined tunnel with drainage systems;J Bi;Tunnelling and Underground Space Technology,2023

3. General theory of three-dimensional consolidation;M A Biot;Journal of applied physics,1941

4. Study on coupled heat transfer and seepage in large sparsely fractured surrounding rocks in deep underground spaces;L Chen;Applied Thermal Engineering,2019

5. Analytical Solutions of Steady a Seepage Field for Deep-Buried Tunnel with Grouting Ring Considering Anisotropic Flow;Q Chen;Journal of Marine Science and Engineering,2022

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