Zobrazeno 1 - 10
of 12
pro vyhledávání: '"Xiangchao Sheng"'
Publikováno v:
Applied Sciences, Vol 14, Iss 13, p 5447 (2024)
During the long-term operation of tunnels, surrounding rock undergoes creep effects under environmental loads, resulting in changes in the aging evolution model of stress and deformation in surrounding rock and lining, which affects the long-term ope
Externí odkaz:
https://doaj.org/article/30bbbc13b1f643f4a664e9104af99d64
Publikováno v:
Bulletin of Engineering Geology and the Environment. 82
Publikováno v:
Arabian Journal for Science and Engineering.
Publikováno v:
Arabian Journal for Science and Engineering. 47:4301-4311
Hydraulic fracturing technology has been widely applied to the exploitation of hot dry rock (HDR), and the understanding of hydraulic fracturing behavior of rocks is of great significance for improving the permeability of reservoirs. Laboratory tests
Publikováno v:
Bulletin of Engineering Geology and the Environment. 81
Publikováno v:
Rock Mechanics and Rock Engineering. 54:4099-4110
The sub-critical propagation and interaction of cracks are important factors affecting the cracking and creep behavior of rocks, especially under the long-term coupling effect of the geo-stress and groundwater. The multi-stepped triaxial creep tests
To gain insight into the anisotropic mechanical properties and failure behavior of shale, the cracking behavior of shale under compression and tension was investigated experimentally from the macroscopic and microscopic perspectives. The uniaxial com
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::076e753b2af70aaebf03734390398b5c
https://doi.org/10.22541/au.164586376.66811360/v1
https://doi.org/10.22541/au.164586376.66811360/v1
Publikováno v:
SSRN Electronic Journal.
Publikováno v:
Gas Science and Engineering. 110:204895
Publikováno v:
Rock Mechanics and Rock Engineering. 53:1923-1934
Crack propagation and rock failure under hydromechanical coupling have typical time-dependent characteristics, and the subcritical crack propagation is one of the most important causes of rock instability. Rheological tests based on mortar specimens