Zobrazeno 1 - 10
of 107
pro vyhledávání: '"Zhongxuan YANG"'
Publikováno v:
Taiyuan Ligong Daxue xuebao, Vol 53, Iss 4, Pp 766-771 (2022)
The common design methods for axial bearing capacity of driven piles in sand include conventional API method and four CPT-based methods, namely ICP-05, UWA-05, Fugro-05, and NGI-05. However, the reliability and accuracy of these design methods are st
Externí odkaz:
https://doaj.org/article/cad3a39413ef42b3a7312dd6f781daee
Autor:
Zhongxuan Yang
Publikováno v:
Chemical Engineering Transactions, Vol 66 (2018)
With the rapid development of the domestic economy, China’s infrastructure construction has also maintained rapid growth. Some major projects have been proposed immediately, not only does it have a huge demand for concrete, but it also has very hig
Externí odkaz:
https://doaj.org/article/a02ee5cab829458ab97ff96503764712
Autor:
Qixin Wu, Zhongxuan Yang
Publikováno v:
International Journal for Numerical and Analytical Methods in Geomechanics. 47:3-22
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e450dcee39dfa0ce8b24e21859994bee
https://doi.org/10.1002/nag.3458
https://doi.org/10.1002/nag.3458
Publikováno v:
International Journal for Numerical and Analytical Methods in Geomechanics. 46:3154-3177
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::df97cf7bdf9a0f4c4013157922945c31
https://doi.org/10.1002/nag.3444
https://doi.org/10.1002/nag.3444
Publikováno v:
Géotechnique. 72:364-376
The influence of the inherent fabric anisotropy of sand and its evolution on the footing bearing capacity and failure mechanism has been modelled and analysed with a multiscale approach that couples the finite-element method (FEM) and the discrete-el
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1a6f4fb5df1dbc540fd7ba99e32e0acd
https://doi.org/10.1680/jgeot.20.p.306
https://doi.org/10.1680/jgeot.20.p.306
Publikováno v:
Géotechnique. 72:162-175
In practical engineering, natural soil deposits often sustain an initial driving force prior to cyclic shear, owing to earthquakes, traffic and waves; such asymmetrical loading conditions may significantly affect the liquefaction susceptibility and f
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1bd75da9b0dfc5e5c46eb88e40298535
https://doi.org/10.1680/jgeot.20.p.004
https://doi.org/10.1680/jgeot.20.p.004
Publikováno v:
Canadian Geotechnical Journal. 58:1783-1789
Flow liquefaction, which is characterized by sudden collapse following the unstable behavior of saturated loose sand, may lead to the most catastrophic consequence of all liquefaction-related phenomena. This note presents a systematic experimental in
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::dd3c39a6dd6549308f8786bffd3222e4
https://doi.org/10.1139/cgj-2019-0366
https://doi.org/10.1139/cgj-2019-0366
Publikováno v:
Soil Dynamics and Earthquake Engineering. 171:107909
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8e0d5303002f26c7b50a8f7971950b0f
https://doi.org/10.1016/j.soildyn.2023.107909
https://doi.org/10.1016/j.soildyn.2023.107909
Autor:
Zhongxuan Yang1 yangzhongxuan111@163.com
Publikováno v:
Revista Argentina de Clínica Psicológica. Feb2020, Vol. 29 Issue 2, p499-506. 8p.
Autor:
Zhongxuan Yang, Dong Liao
Publikováno v:
International Journal for Numerical and Analytical Methods in Geomechanics. 45:2433-2463
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::84220ade2109100a6d19d4454758bab5
https://doi.org/10.1002/nag.3272
https://doi.org/10.1002/nag.3272