Seepage flow around twin circular tunnels in anisotropic ground revealed by an analytical solution-Reference-Cited by-同舟云学术

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Seepage flow around twin circular tunnels in anisotropic ground revealed by an analytical solution

Published:2023-06 Issue: Volume:10 Page:1-14
ISSN:2467-9674
Container-title:Underground Space
language:en
Short-container-title:Underground Space

Author:

Wei Fengran,Wang Huaning,Zeng Guangshang,Jiang Mingjing

Funder

State Key Laboratory for Disaster Reduction in Civil Engineering

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Reference33 articles.

1. Investigation on the cause of damages of a deep tunnel;Cividini;International Journal of Geomechanics,2012

2. Closed-form solution to the poromechanics of deep arbitrary-shaped openings subjected to rock mass alteration;Dong;International Journal of Geomechanics,2020

3. Circular tunnel in a semi-infinite aquifer;El Tani;Tunnelling and Underground Space Technology,2003

4. Water flow into tunnels in discontinuous rock: A short critical review of the analytical solution of the art;Farhadian;Bulletin of Engineering Geology and the Environment,2019

5. Efficient iterative analytical model for underground seepage around multiple tunnels in semi-Infinite saturated media;Guo;Journal of Engineering Mechanics,2021

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2. Development of a water leakage model test system and investigation of the water leakage behavior in subsea shield tunnels during operation;Measurement;2024-06

3. The seepage field around twin noncircular tunnels in anisotropic sloping;Hydrogeology Journal;2024-03-04

4. Seepage Actions and Their Consequences on the Support Scheme of Deep-Buried Tunnels Constructed in Soft Rock Strata;Infrastructures;2024-01-12

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