Zobrazeno 1 - 9
of 9
pro vyhledávání: '"Zhengxin Yuan"'
Publikováno v:
Biosensors, Vol 14, Iss 1, p 3 (2023)
In recent decades, THz metamaterials have emerged as a promising technology for biosensing by extracting useful information (composition, structure and dynamics) of biological samples from the interaction between the THz wave and the biological sampl
Externí odkaz:
https://doaj.org/article/415ba04bb6bc40e5b6bd42b9338872b0
Publikováno v:
SCIENTIA SINICA Technologica. 52:1839-1848
Publikováno v:
SCIENTIA SINICA Technologica. 52:1035-1047
Publikováno v:
Proceedings of the 4th International Conference on Performance Based Design in Earthquake Geotechnical Engineering (Beijing 2022) ISBN: 9783031118975
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::def87a69d5eedd7f6f0bc340851c4e48
https://doi.org/10.1007/978-3-031-11898-2_28
https://doi.org/10.1007/978-3-031-11898-2_28
Publikováno v:
Acta Geotechnica. 14:2123-2131
Few studies have focused on the influence of particle shape on the mechanical properties of cemented sand. To address this lack of information, this study investigated the influence of the cement content and particle shape on the strength and deforma
Autor:
Yang Xiao, Qingsheng Chen, Musharraf Zaman, Hanlong Liu, Qifeng Ma, Chandrakant S. Desai, Zhengxin Yuan
Publikováno v:
International Journal of Geomechanics. 20
Time-dependent deformation of crushable soils attributable to particle breakage could dominate the postconstruction stability of high rockfill dams and pile foundations. The evolutionary t...
Publikováno v:
Construction and Building Materials. 182:188-199
Particle breakage is a significant phenomenon in civil, transportation and mining engineering. In this study, the evolution of the particle size distribution (PSD) and that of particle breakage of an overall sample and along the specimen height were
Autor:
J.Y. Huang, Yang Xiao, Zhengxin Yuan, Hanlong Liu, Jia Lin, Shun Wang, Sheng-Nian Luo, Jian Chu
Quasi-static and dynamic compression tests are conducted on carbonate sand using a Material Testing System and a modified split Hopkinson pressure bar, respectively. The particle size distributions (PSDs) of carbonate sand before and after loading ar
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::ef84017ae60f1c0b763a948244cded5c
https://hdl.handle.net/10356/151120
https://hdl.handle.net/10356/151120
Publikováno v:
International Journal of Geomechanics. 18