Zobrazeno 1 - 4
of 4
pro vyhledávání: '"Xing-Gao Li"'
Publikováno v:
Underground Space, Vol 14, Iss , Pp 197-218 (2024)
This paper proposed a two-way coupled computational fluid dynamics (CFD) and discrete element method (DEM) approach to analyze the evolution of clogging in slurry shield tunneling quantitatively. The interactions between clay particles and slurry wer
Externí odkaz:
https://doaj.org/article/76c615507fc64408a5321cbee3b471e9
Publikováno v:
Journal of Software. :149-157
art's ordering theory algorithm and Takeya's item relational structure algorithm are the two classical ordering algorithms, but both of them have a common problem, that is, the item ordering results depend on the setting of threshold. The reason for
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::aeacb588c1476e81c9ca461a14d61aec
https://doi.org/10.17706/jsw.17.4.149-157
https://doi.org/10.17706/jsw.17.4.149-157
Autor:
Chao Jie Duan, Xing Gao Li
Publikováno v:
Applied Mechanics and Materials. :609-613
It is of great significance to estimate the range of saturated ground around leakage pipelines when tunneling near the pipelines. The range of saturated ground can be determined from the distributions of the water content and pore-water pressure in g
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0fab59e057b684b6b94ea65eb2d12079
https://doi.org/10.4028/www.scientific.net/amm.204-208.609
https://doi.org/10.4028/www.scientific.net/amm.204-208.609
Publikováno v:
Advanced Materials Research. :3572-3581
The choice of reasonable parameters of EPB shield tunneling in weathered granite ground is of great importance to reduce tunneling-induced effects on existing tunnels. Combined with the practice of the EPB shield tunneling below existing interval tun
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::08ab97226af0e15a718b5399fb74db76
https://doi.org/10.4028/www.scientific.net/amr.243-249.3572
https://doi.org/10.4028/www.scientific.net/amr.243-249.3572