Dynamic Coupled Hydromechanical Approach for Fractured Rock Mass Seepage Using Two-Dimensional Discontinuous Deformation Analysis-Reference-Cited by-同舟云学术

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Dynamic Coupled Hydromechanical Approach for Fractured Rock Mass Seepage Using Two-Dimensional Discontinuous Deformation Analysis

Published:2024-01-18 Issue:5 Volume:57 Page:3315-3328
ISSN:0723-2632
Container-title:Rock Mechanics and Rock Engineering
language:en
Short-container-title:Rock Mech Rock Eng

Author:

Zhang Yingbin,Hu Bing,Zhang Jue,Yu Pengcheng

Funder

Young Elite Scientists Sponsorship Program by CAST

National Natural Science Foundation of China

China Road & Bridge Corporation

National Ten Thousand Talent Program for Young Top-notch Talents

Publisher

Springer Science and Business Media LLC

Link

https://link.springer.com/content/pdf/10.1007/s00603-023-03731-3.pdf

Reference51 articles.

1. Abelev AS, Zolotov LA, Karelin VY (1968) Hydrodynamic forces which arise as a result of the interaction of flow and the hydromechanical equipment of large dams and other hydraulic structures. Hydrotech Constr 2:1013–1017. https://doi.org/10.1007/BF02376694

2. Bui HH, Nguyen GD (2021) Smoothed particle hydrodynamics (SPH) and its applications in geomechanics: from solid fracture to granular behaviour and multiphase flows in porous media. Comput Geotech 138:104315. https://doi.org/10.1016/j.compgeo.2021.104315

3. Chai JR, Xu WS (2011) Coupling analysis of unsteady seepage and stress fields in discrete fractures network of rock mass in dam foundation. Sci China Technol Sci 54:133–139. https://doi.org/10.1007/s11431-011-4630-7

4. Chen HM, Zhao ZY, Sun JP (2013) Coupled hydro-mechanical model for fractured rock masses using the discontinuous deformation analysis. Tunn Undergr Space Technol 38:506–516. https://doi.org/10.1016/j.tust.2013.08.006

5. Dutta P, Bhattacharya P (2021) Stability of rectangular tunnels in weathered rock subjected to seepage forces. Arab J Geosci 15:61. https://doi.org/10.1007/s12517-021-08817-2

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