Zobrazeno 1 - 10
of 5 689
pro vyhledávání: '"C.-C. Li"'
Autor:
G. Garcia-Manero, E. S. Winer, D. J. DeAngelo, S. Tarantolo, D. A. Sallman, J. Dugan, S. Groepper, A. Giagounidis, K. Götze, K. H. Metzeler, C.-C. Li, L. Zhou, E. Martinez, M. Lane, R. von Roemeling, M. Bohme, A. S. Kubasch, A. Verma, U. Platzbecker
Publikováno v:
HemaSphere, Vol 6, Pp 30-31 (2022)
Externí odkaz:
https://doaj.org/article/5d23475a3923405da106a5b934d452cc
Autor:
A. Ugolkov, M. Pilichowska, C.-C. Li, R. C. Hok, M. Samson, M. Lane, R. Von Roemeling, R. Martell
Publikováno v:
HemaSphere, Vol 6, Pp 372-373 (2022)
Externí odkaz:
https://doaj.org/article/1987c72038c246729d7f60c8e90f03c5
Autor:
E. Joffe, G. Nowakowski, H. Tun, A. Rosenthal, M. Lunning, R. Ramchandren, C.-C. Li, L. Zhou, E. Martinez, R. von Roemeling, R. Earhart, M. McMahon, I. Isufi, L. Leslie
Publikováno v:
HemaSphere, Vol 6, Pp 1011-1012 (2022)
Externí odkaz:
https://doaj.org/article/06334392b0a64cde9f47e9d7e5d5e893
Autor:
L. Nastoupil, F. Morschhauser, C. W. Scholz, M. Bishton, S.-S. Yoon, P. Giri, M. C. Wei, A. Knapp, C.-C. Li, A. Bottos, H. Li, E. Purev, N. L. Bartlett
Publikováno v:
HemaSphere, Vol 6, Pp 1015-1016 (2022)
Externí odkaz:
https://doaj.org/article/821e47eb69c3494d8e145c91efb31ba2
Publikováno v:
Animal, Vol 3, Iss 3, Pp 408-414 (2009)
The nutrient transportation ability of placenta depends on placental size, vascular density and permeability. Regulation of angiogenesis in the placenta is critical for successful gestation. Placenta vascularity exhibits disparity in different gestat
Externí odkaz:
https://doaj.org/article/98354311957e4a95b7c2fff499f4aafa
Autor:
C.-C. Li, G.-S. Zhou
Publikováno v:
Journal of Algebra. 610:684-702
Publikováno v:
Géotechnique Letters. 12:101-105
A series of single-stage true triaxial compression (TTC) tests and multi-stage intermediate principal stress (σ2) loading tests were carried out on three types of brittle rock specimens in this study to examine the influence of σ2 and the validity
Publikováno v:
The IV Nordic Symposium on Rock Mechanics and Rock Engineering - Proceedings.
"Rock anchors is a high-capacity reinforcement measure used to stabilise large-scale infrastructure. In principle, they can fail in four ways: (1) rock mass uplift failure; (2) grout-rock interface failure; (3) tendon-grout interface failure; and (4)
Publikováno v:
The IV Nordic Symposium on Rock Mechanics and Rock Engineering - Proceedings.
"Rock anchors are high-capacity reinforcement measures used to stabilise large-scale infrastructure. There are four main failure mechanisms for rock anchors, which are: (1) rock mass uplift failure; (2) grout-rock interface failure; (3) tendon-grout
Akademický článek
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