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saturated poroelastic halfspace, beam, bending consolidation, time-domain

QI Xian-yin 1,2, WANG Wei 1,2 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017

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The coal permeability is the key parameter for the gas seepage characteristics and the migration law, and the structural anisotropy of the coal seam makes the permeability have obvious orientation dependence. By assumeing that the coal structure is anisotropic, an anisotropic permeability model is deduced using anisotropic structure ratio for the key parameters, and the Comsol computing platform is implanted. The effects of coal anisotropy on gas diffusion and penetration are investigated. The theoretical and numerical results show that based on the comparative analysis of anisotropic permeability experiments, the proposed model is verified to be reasonable and used for different conditions. There is an exponential relationship between the anisotropic structure ratio and the permeability ratio of the parallel direction of bedding plane to the vertical direction, in other words, the larger the anisotropic structure ratio, the greater the permeability ratio of the parallel direction of bedding plane to the vertical direction. Under the constant confining pressure, with the increasing pressure, the anisotropic structure ratio and the permeability ratio of the parallel direction of bedding plane to the vertical direction increase. Under the constant confining volume, with the increasing pressure, the anisotropic structure ratio and the permeability ratio of the parallel direction of bedding plane to the vertical direction decrease.

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APA 7

QI Xian-yin 1, 2. W. W. 1. (2017). saturated poroelastic halfspace, beam, bending consolidation, time-domain. https://doi.org/10.11779/CJGE201706008

MLA

QI Xian-yin 1, 2, WANG Wei 1,2. "saturated poroelastic halfspace, beam, bending consolidation, time-domain." 2017. https://doi.org/10.11779/CJGE201706008.

Chicago

QI Xian-yin 1, 2, WANG Wei 1,2. 2017. "saturated poroelastic halfspace, beam, bending consolidation, time-domain.". https://doi.org/10.11779/CJGE201706008.

Harvard

QI Xian-yin 1, 2. W. W. 1. 2017, saturated poroelastic halfspace, beam, bending consolidation, time-domain, Editorial Office of Chinese Journal of Geotechnical Engineering, available at: https://doi.org/10.11779/CJGE201706008 [Accessed 29 Jun. 2026].

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Título
saturated poroelastic halfspace, beam, bending consolidation, time-domain
Autor / colaboradores
QI Xian-yin 1,2, WANG Wei 1,2
Editorial
Editorial Office of Chinese Journal of Geotechnical Engineering
Año de publicación
2017
ISSN
1000-4548
ISSN
1000-4548
Idioma
eng

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