Zobrazeno 1 - 10
of 26
pro vyhledávání: '"Aifang Qin"'
Autor:
Lijian Zhang, Kang Tian, Yongqiang Li, Lei Lei, Aifang Qin, Lijuan Zhang, Hongrui Song, Lianchao Huo, Lijing Zhang, Xiaofeng Jin, Zhufang Shen, Zhiqiang Feng
Publikováno v:
Acta Pharmaceutica Sinica B, Vol 2, Iss 6, Pp 588-597 (2012)
A series of novel phenyl-urea derivatives which can simultaneously activate glucokinase (GK) and peroxisome proliferator-activated receptor γ (PPARγ) was designed and prepared, and their activation of GK and PPARγ was evaluated. The structure–ac
Externí odkaz:
https://doaj.org/article/36462f9313d04715b0cc325b8d279b33
Autor:
Jiaming Gong, Aifang Qin
Publikováno v:
International Journal for Numerical and Analytical Methods in Geomechanics. 47:609-626
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::897954841f823651fdedf201a5e80877
https://doi.org/10.1002/nag.3484
https://doi.org/10.1002/nag.3484
Publikováno v:
Géotechnique. :1-11
The feasibility of Carrillo's method is confirmed for consolidation problems of unsaturated soils under instantaneous loading in this study. In the plane strain and axial symmetry consolidation models, the coupled governing equations expressed by the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::10333c0b80d07392dcea0a26e707aea3
https://doi.org/10.1680/jgeot.22.00060
https://doi.org/10.1680/jgeot.22.00060
Publikováno v:
Geotextiles and Geomembranes. 50:383-392
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d1281fdae6103f6359e42cf9dcdd9111
https://doi.org/10.1016/j.geotexmem.2021.11.010
https://doi.org/10.1016/j.geotexmem.2021.11.010
Publikováno v:
International Journal for Numerical and Analytical Methods in Geomechanics. 46:1566-1577
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4fe11ed5d92e92eabbaf980d897610d3
https://doi.org/10.1002/nag.3357
https://doi.org/10.1002/nag.3357
Publikováno v:
Journal of Engineering Mechanics. 149
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e921173ccd82dc87e03fd7c3322963bb
https://doi.org/10.1061/(asce)em.1943-7889.0002179
https://doi.org/10.1061/(asce)em.1943-7889.0002179
Publikováno v:
Computers and Geotechnics. 154:105150
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4e83556dd6898d749fb9282cf0808ec8
https://doi.org/10.1016/j.compgeo.2022.105150
https://doi.org/10.1016/j.compgeo.2022.105150
Publikováno v:
Computers and Geotechnics. 152:105053
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8f6ecd60f65a8082135d3ae82ab8d79f
https://doi.org/10.1016/j.compgeo.2022.105053
https://doi.org/10.1016/j.compgeo.2022.105053
Publikováno v:
Journal of Engineering Mathematics. 130
In this paper, a general solution was developed by the Laplace transform applying to the one-dimensional (1D) consolidation equation in a multi-layered unsaturated soil layer, and the analytical solutions of excess pore pressures as well as settlemen
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7d6d1b9b0ffd155f2c830a2b0341a728
https://doi.org/10.1007/s10665-021-10162-y
https://doi.org/10.1007/s10665-021-10162-y
Publikováno v:
International Journal of Geomechanics. 21
This study is devoted to deriving a semianalytical solution to one-dimensional consolidation of multilayered unsaturated soils subjected to an instantaneous loading. The proposed multilaye...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4c6059bcde788ba9e5f9264beceabbae
https://doi.org/10.1061/(asce)gm.1943-5622.0002086
https://doi.org/10.1061/(asce)gm.1943-5622.0002086