Zobrazeno 1 - 5
of 5
pro vyhledávání: '"Chonglin Yin"'
Publikováno v:
Buildings, Vol 14, Iss 8, p 2298 (2024)
As a unique geological hazard in a high-geo-stress environment, rockburst happens with strong suddenness, randomness, and destructiveness, but the mechanism of its occurrence in a deep-buried tunnel in a high-geo-stress environment needs further stud
Externí odkaz:
https://doaj.org/article/c346e10c5df74de68cf3e0c4b4d3577d
Publikováno v:
Applied Sciences, Vol 12, Iss 2, p 766 (2022)
The static problem of a layered isotropic elastic body is a very useful research subject in relation to the analysis and design of foundation works. Due to the complexity of the problem, there is no analytical solution to the problem so far. This stu
Externí odkaz:
https://doaj.org/article/0f46a8b3ba5b4eeeadc4b32c5bafbb95
Publikováno v:
Archive of Applied Mechanics. 89:2321-2334
As an infinite elastic plane containing two holes subjected to uniform remote loading, the tangential stress concentration degree around the holes is related to the hole shapes. Conformal transformation in the complex variable method is used to achie
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ddb1e5a1bbc3e625d6a9ff085a7aab36
https://doi.org/10.1007/s00419-019-01578-1
https://doi.org/10.1007/s00419-019-01578-1
Publikováno v:
European Journal of Mechanics - A/Solids. 75:10-20
The contact condition on the interface between the lining and the surrounding rock is assumed to be frictional slip contact. The state of the minimum relative sliding on the interface is considered as the true working state of the lining. The mechani
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4d770627e96f53eab4b2ce86fe763b90
https://doi.org/10.1016/j.euromechsol.2019.01.008
https://doi.org/10.1016/j.euromechsol.2019.01.008
Publikováno v:
International Journal of Rock Mechanics and Mining Sciences. 128:104276
Under the full-slip contact assumption along rock-lining interface, the analytical solution for an arbitrary-shaped lined tunnel that is excavated in anisotropic rock mass and supported by an isotropic lining is presented. The equations and solutions
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::499ff6f80009ab60e4ff3c30b1db0446
https://doi.org/10.1016/j.ijrmms.2020.104276
https://doi.org/10.1016/j.ijrmms.2020.104276