Zobrazeno 1 - 10
of 49
pro vyhledávání: '"Shouyi Xie"'
Autor:
Hailing Shi, Jerome Hosdez, Thomas Rougelot, Shouyi Xie, Jianfu Shao, Jean Talandier, Giuseppe Lacidogna
Publikováno v:
Applied Sciences, Vol 10, Iss 14, p 4898 (2020)
Creep tests are commonly performed to characterize time-dependent deformation of geological materials. Classical measuring methods are not suitable for long term tests and not able to provide full three-dimensional strain fields. In this study, Digit
Externí odkaz:
https://doaj.org/article/7e0ee689040a44fe90f26ddc1ac29a68
Autor:
Ian R. Berkman, Alexey Lyasota, Gabriele G. de Boo, John G. Bartholomew, Brett C. Johnson, Jeffrey C. McCallum, Bin-Bin Xu, Shouyi Xie, Rose L. Ahlefeldt, Matthew J. Sellars, Chunming Yin, Sven Rogge
Publikováno v:
Physical Review Applied. 19
Publikováno v:
Géotechnique. 71:534-547
The Callovo-Oxfordian (COx) claystone is chosen as a potential geological barrier for the geological repository of radioactive waste in France, and high-performance concrete is used as a sealing plug and lining in repository facilities. In this study
Publikováno v:
Acta Geotechnica. 16:2175-2187
In this study, three-dimensional non-uniform strain fields and cracking patterns of a clay-rich rock are investigated. Uniaxial compression creep tests are performed on samples drilled in five different orientations with respect to bedding planes. A
Publikováno v:
Rock Mechanics and Rock Engineering. 54:1937-1952
X-ray micro-tomography (XMT) is an efficient technique for non-destructive imaging of morphological structures. It is suitable for monitoring local displacement fields of heterogeneous materials. Digital volume correlation (DVC) methods are widely us
Autor:
Ian R. Berkman, Alexey Lyasota, Gabriele G. de Boo, John G. Bartholomew, Brett C. Johnson, Jeffrey C. McCallum, Bin-Bin Xu, Shouyi Xie, Rose L. Ahlefeldt, Matthew J. Sellars, Chunming Yin, Sven Rogge
Publikováno v:
Conference on Lasers and Electro-Optics.
Using sample-on-SSPD and photoluminescence excitation spectroscopy, we demonstrate Er sites in Si with inhomogeneous broadening below 100 MHz, a 350 kHz upper bound on the homogeneous linewidth, and electron T1 lower bound of 1 second.
Autor:
Dominick J. Joch, Sergei Slussarenko, Yuanlong Wang, Alex Pepper, Shouyi Xie, Bin-Bin Xu, Ian R. Berkman, Sven Rogge, Geoff J. Pryde
The ultimate random number generators are those certified to be unpredictable -- including to an adversary. The use of simple quantum processes promises to provide numbers that no physical observer could predict but, in practice, unwanted noise and i
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b046f2a61d70fe092e10ff5de3f4dedb
http://arxiv.org/abs/2111.09506
http://arxiv.org/abs/2111.09506
Autor:
Zhuqing Zhu, Shiren Chen, Bai-Ou Guan, Long Jin, Dejiao Hu, Sven Rogge, Yinan Zhang, Yudong Lu, Xiangping Li, Yaoyu Cao, Liu Shi, Shouyi Xie
Publikováno v:
Nanoscale Horizons. 4:601-609
Multifunctional metasurfaces fusing multiple sets of plasmonic antennas within a single layer open a new class of functional optical elements with superior integratability. Even though laser printing of metallic nanostructures has provided a new para
Publikováno v:
Acta Geotechnica
Acta Geotechnica, Springer Verlag, 2020, ⟨10.1007/s11440-020-00983-z⟩
Acta Geotechnica, 2020, ⟨10.1007/s11440-020-00983-z⟩
Acta Geotechnica, Springer Verlag, 2020, ⟨10.1007/s11440-020-00983-z⟩
Acta Geotechnica, 2020, ⟨10.1007/s11440-020-00983-z⟩
This paper is devoted to study the elastic–plastic damage behavior of heterogeneous shale rocks. The representative microstructure of this kind of rocks is first studied in order to define the representative elementary volume for the implementation
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::078ff4166cbc060bb2a4e2a417778b8a
https://hal.archives-ouvertes.fr/hal-02864541
https://hal.archives-ouvertes.fr/hal-02864541
Publikováno v:
Rock Mechanics and Rock Engineering. 52:321-334
Based on a theoretical analysis of stress evolution in surrounding rocks of an underground cavity during excavation, a series of lateral decompression (LD) tests are designed and performed in this study to investigate the mechanical behavior of the C