Zobrazeno 1 - 10
of 21
pro vyhledávání: '"Qi-Hu Qian"'
Publikováno v:
Rock Mechanics and Rock Engineering. 55:6761-6778
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::dec6bf39581e20b19d1d32b9e5ed0867
https://doi.org/10.1007/s00603-022-03033-0
https://doi.org/10.1007/s00603-022-03033-0
Publikováno v:
Acta Mechanica. 233:869-887
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cc4ba3d1d61e6d19fc6a6697594bf71b
https://doi.org/10.1007/s00707-021-03123-0
https://doi.org/10.1007/s00707-021-03123-0
Publikováno v:
Science China Technological Sciences. 65:458-469
Permeability is a key parameter of rock reservoirs, suggesting the flow characteristics of rock reservoirs. Permeability prediction of carbonate reservoirs is still a great challenge due to its complex pore network and wide range permeability. This w
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::eb4193754708b5d24c1fa600eefab062
https://doi.org/10.1007/s11431-021-1906-1
https://doi.org/10.1007/s11431-021-1906-1
Publikováno v:
Engineering with Computers. 39:1395-1414
The Drucker-Prager (D-P) model is a representative elastoplastic model for geomaterials because hydrostatic pressure is considered. This paper proposes an ordinary state-based peridynamic (OSB-PD) model with shear deformation based on D-P model and t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2975c13269550cc1b45e3873dd7a2108
https://doi.org/10.1007/s00366-021-01527-z
https://doi.org/10.1007/s00366-021-01527-z
Publikováno v:
Engineering Analysis with Boundary Elements. 126:181-199
A 2D novel non-local lattice bond model (NLBM) is proposed to study the initiation, propagation and coalescence of cracks in rock materials. In the proposed NLBM, multiple neighboring lattices are utilized to solve the crack path preference problems.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c62fa7485f16eda71947a8ce34d680dc
https://doi.org/10.1016/j.enganabound.2021.03.002
https://doi.org/10.1016/j.enganabound.2021.03.002
Publikováno v:
Science China Technological Sciences. 63:755-767
Pore scale variables (e.g., porosity, grain size) are important indexes to predict the hydraulic properties of porous geomaterials. X-ray images from ten types of intact sandstones and another type of sandstone samples subjected to triaxial compressi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3bc30192c3585aec8bb415a2e8eb4a1f
https://doi.org/10.1007/s11431-019-1449-4
https://doi.org/10.1007/s11431-019-1449-4
Publikováno v:
Journal of Structural Geology. 126:129-145
For a full understanding of the cracking processes in granite, uniaxial compression tests are conducted on prismatic specimens with pre-existing flaws, and digital imaging and AE techniques are applied to monitor real-time rupture behaviors. The digi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::26702968ab1efa987e4ad43208ef94e3
https://doi.org/10.1016/j.jsg.2019.06.003
https://doi.org/10.1016/j.jsg.2019.06.003
Publikováno v:
Cold Regions Science and Technology. 158:166-181
To study the rock fracturing characteristics in cold-region engineering, uniaxial compression tests are conducted on double unparallel fissure-contained sandstone specimens subjected to freeze-thaw (FT) cycles. First, the effects of FT cycles on the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1581ca86a113187441e23b925943a448
https://doi.org/10.1016/j.coldregions.2018.11.015
https://doi.org/10.1016/j.coldregions.2018.11.015
Publikováno v:
International Journal of Rock Mechanics and Mining Sciences. 146:104857
The plastic behaviors of geomaterials often obey non-associated flow rule. In this paper, a two-dimensional (2D) ordinary state-based peridynamic (OSB-PD) increment model with shear deformation based on Drucker-Prager (D-P) criterion with non-associa
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::41cdc49c4727ba7acb14e35c352291e2
https://doi.org/10.1016/j.ijrmms.2021.104857
https://doi.org/10.1016/j.ijrmms.2021.104857
Publikováno v:
Rock Mechanics and Rock Engineering. 49:3481-3494
This paper experimentally investigates the cracking behavior of rock-like specimens containing artificial open flaws under uniaxial compressive loads. The present experiments mainly focus on the effects of crack openings on crack propagation and coal
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d8e11e59992dc5dd60cb58cdf9c9aab9
https://doi.org/10.1007/s00603-016-0998-9
https://doi.org/10.1007/s00603-016-0998-9