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Hydromechanical coupling tests for mechanical and permeability characteristics of fractured limestone in complete stress–strain process
Hydromechanical coupling tests for mechanical and permeability characteristics of fractured limestone in complete stress–strain process
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Hydromechanical coupling tests for mechanical and permeability characteristics of fractured limestone in complete stress–strain process

Zhao, Yanlin ; Tang, Jingzhou ; Chen, Yu ; Zhang, Lianyang ; Wang, Weijun ; Wan, Wen ; Liao, Jianping

Environmental earth sciences, 2017, Vol.76 (1), p.1, Article 24 [Periódico revisado por pares]

Berlin/Heidelberg: Springer Berlin Heidelberg

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A 2D mixed fracture–pore seepage model and hydromechanical coupling for fractured porous media
A 2D mixed fracture–pore seepage model and hydromechanical coupling for fractured porous media
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A 2D mixed fracture–pore seepage model and hydromechanical coupling for fractured porous media

Yan, Chengzeng ; Fan, Hongwei ; Huang, Duruo ; Wang, Gang

Acta geotechnica, 2021-10, Vol.16 (10), p.3061-3086 [Periódico revisado por pares]

Berlin/Heidelberg: Springer Berlin Heidelberg

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3
Two‐Dimensional Analytical Solution for Transient Flow in Unsaturated Soils Considering Hydromechanical Coupling
Two‐Dimensional Analytical Solution for Transient Flow in Unsaturated Soils Considering Hydromechanical Coupling
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Two‐Dimensional Analytical Solution for Transient Flow in Unsaturated Soils Considering Hydromechanical Coupling

Tracy, Fred T. ; Vahedifard, Farshid

Water resources research, 2023-12, Vol.59 (12) [Periódico revisado por pares]

Washington: Blackwell Publishing Ltd

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4
Resolving hydromechanical coupling in two and three dimensions: spontaneous channelling of porous fluids owing to decompaction weakening
Resolving hydromechanical coupling in two and three dimensions: spontaneous channelling of porous fluids owing to decompaction weakening
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Resolving hydromechanical coupling in two and three dimensions: spontaneous channelling of porous fluids owing to decompaction weakening

Räss, L ; Duretz, T ; Podladchikov, Y Y

Geophysical journal international, 2019-09, Vol.218 (3), p.1591-1616 [Periódico revisado por pares]

Oxford University Press

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5
Developing an in situ, hydromechanical coupling, true triaxial rock compression tester and investigating the deformation patterns of reservoir bank slopes
Developing an in situ, hydromechanical coupling, true triaxial rock compression tester and investigating the deformation patterns of reservoir bank slopes
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Developing an in situ, hydromechanical coupling, true triaxial rock compression tester and investigating the deformation patterns of reservoir bank slopes

Fan Lei, Fan Lei ; Yu Meiwan, Yu Meiwan ; Wu Aiqing, Wu Aiqing ; Zhang Yihu, Zhang Yihu

Quarterly journal of engineering geology and hydrogeology, 2022-08, Vol.55 (3), p.1 [Periódico revisado por pares]

Bath: Geological Society of London

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6
Effective Stress in Unsaturated Soils: A Thermodynamic Approach Based on the Interfacial Energy and Hydromechanical Coupling
Effective Stress in Unsaturated Soils: A Thermodynamic Approach Based on the Interfacial Energy and Hydromechanical Coupling
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Effective Stress in Unsaturated Soils: A Thermodynamic Approach Based on the Interfacial Energy and Hydromechanical Coupling

Nikooee, Ehsan ; Habibagahi, Ghassem ; Hassanizadeh, S. Majid ; Ghahramani, Arsalan

Transport in porous media, 2013-01, Vol.96 (2), p.369-396 [Periódico revisado por pares]

Dordrecht: Springer Netherlands

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7
Capturing the two‐way hydromechanical coupling effect on fluid‐driven fracture in a dual‐graph lattice beam model
Capturing the two‐way hydromechanical coupling effect on fluid‐driven fracture in a dual‐graph lattice beam model
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Capturing the two‐way hydromechanical coupling effect on fluid‐driven fracture in a dual‐graph lattice beam model

Ulven, Ole Ivar ; Sun, WaiChing

International journal for numerical and analytical methods in geomechanics, 2018-04, Vol.42 (5), p.736-767 [Periódico revisado por pares]

Bognor Regis: Wiley Subscription Services, Inc

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8
Corrigendum to “Mechanical behavior of sandstone during post-peak cyclic loading and unloading under hydromechanical coupling” [Int J Min Sci Technol 33(8) (2023) 927–947]
Corrigendum to “Mechanical behavior of sandstone during post-peak cyclic loading and unloading under hydromechanical coupling” [Int J Min Sci Technol 33(8) (2023) 927–947]
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Corrigendum to “Mechanical behavior of sandstone during post-peak cyclic loading and unloading under hydromechanical coupling” [Int J Min Sci Technol 33(8) (2023) 927–947]

Zhao, Yanlin ; Liu, Jinhai ; Zhang, Chunshun ; Liao, Jian ; Zhu, Sitao ; Zhang, Lianyang

International journal of mining science and technology, 2023-10, Vol.33 (10), p.1317 [Periódico revisado por pares]

Elsevier

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9
Investigating the role of hydromechanical coupling on flow and transport in shallow fractured-rock aquifers
Investigating the role of hydromechanical coupling on flow and transport in shallow fractured-rock aquifers
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Investigating the role of hydromechanical coupling on flow and transport in shallow fractured-rock aquifers

Earnest, Evan ; Boutt, David

Hydrogeology journal, 2014-11, Vol.22 (7), p.1573-1591 [Periódico revisado por pares]

Berlin/Heidelberg: Springer Berlin Heidelberg

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10
Capturing the two-way hydromechanical coupling effect on fluid-driven fracture in a dual-graph lattice beam model: Capturing the two-way hydromechanical coupling effect on fluid-driven fracture in a dual-graph lattice beam model
Capturing the two-way hydromechanical coupling effect on fluid-driven fracture in a dual-graph lattice beam model: Capturing the two-way hydromechanical coupling effect on fluid-driven fracture in a dual-graph lattice beam model
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Capturing the two-way hydromechanical coupling effect on fluid-driven fracture in a dual-graph lattice beam model: Capturing the two-way hydromechanical coupling effect on fluid-driven fracture in a dual-graph lattice beam model

Ulven, Ole Ivar ; Sun, WaiChing

International journal for numerical and analytical methods in geomechanics, 2017-12, Vol.42 (5) [Periódico revisado por pares]

United States: Wiley

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