Zobrazeno 1 - 10
of 28
pro vyhledávání: '"Zhibo Duan"'
Publikováno v:
Shock and Vibration, Vol 2021 (2021)
Based on the vibration reduction mechanism of compound damping cables, this study focuses on the wind-induced vibration control of high-rise structures with additional mass at the top. The differential equation of motion of the system under the actio
Externí odkaz:
https://doaj.org/article/dbf8e07378514aca83bd3714865d10d6
Publikováno v:
Advances in Civil Engineering, Vol 2021 (2021)
To efficiently and accurately predict the effects of twin tunneling on adjacent buried pipelines, the effects of upward and downward relative pipeline-soil interactions were considered. A series of numerical parametric studies encompassing 8640 condi
Externí odkaz:
https://doaj.org/article/df0cf56f30b64d0d9b9b89ea61dab2c6
Publikováno v:
Advances in Civil Engineering, Vol 2019 (2019)
Tunnel excavation inevitably results in ground movements and changes in soil stress, leading to additional stress on and settlement of nearby buried pipelines. This article focuses on the response of jointed pipelines to twin tunnelling. The relation
Externí odkaz:
https://doaj.org/article/c8b12f854830410c9ef893a878985f01
Autor:
Emmanuel RICHAUD, Blandine Quelennec, Zhibo Duan, Romain Delannoy, Nicolas Gay, Matthieu Briffaut, Vincent Tognetti, Nicolas Delpouve, Laurent Delbreilh
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1cdf7e7c23e80e6f3a3f4f98bde3ed73
https://doi.org/10.2139/ssrn.4396968
https://doi.org/10.2139/ssrn.4396968
To study the instability and failure mechanism of tunnel face in composite stratum and the evolution law of supporting pressure in the areas with spring, this paper used two different types of transparent soil and a self-designed 3D model test system
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d8f2cd61a4819acff898317d3b27648a
https://doi.org/10.21203/rs.3.rs-2350795/v1
https://doi.org/10.21203/rs.3.rs-2350795/v1
Publikováno v:
IEICE Transactions on Information and Systems. :881-884
Publikováno v:
Bulletin of Engineering Geology and the Environment. 80:2659-2670
Calcareous sand is often used for island reef filling. The permeability of calcareous sand is a key parameter used to determine the consolidation time and the storage of fresh water during the construction of calcareous sand foundation. Pore structur
Publikováno v:
Rock Mechanics and Rock Engineering. 54:1129-1147
Wetting–drying cycles are likely to induce damage of claystone. To evaluate and to prevent micro-cracking impacts on Callovo-Oxfordian (COx) argillite, which is, in France, the potential host rock of structures containing nuclear wastes, 18 months
Publikováno v:
Journal of Natural Gas Science and Engineering. 104:104666
Publikováno v:
Journal of Petroleum Science and Engineering. 215:110590