Zobrazeno 1 - 10
of 23
pro vyhledávání: '"Qiang-Yong Zhang"'
Publikováno v:
Mitochondrial DNA. Part B. Resources, Vol 4, Iss 2, Pp 2617-2618 (2019)
Paphiopedilum malipoense S.C.Chen & Z.H.Tsi is a new orchid species found in Malipo county, Yunnan. Here we report the complete chloroplast (cp) genome sequence and the features of P. malipoense. Its cp genome sequence of P. malipoense is 158,708 bp,
Externí odkaz:
https://doaj.org/article/78d6ca45e25446f4a52d3cd334f3ac6e
Publikováno v:
The Scientific World Journal, Vol 2013 (2013)
The deep rock masses show a different mechanical behavior compared with the shallow rock masses. They are classified into alternating fractured and intact zones during the excavation, which is known as zonal disintegration. Such phenomenon is a great
Externí odkaz:
https://doaj.org/article/20dd3e8e6c894b1bb9bcd3e941f1f44a
Publikováno v:
Mitochondrial DNA. Part B, Resources
article-version (VoR) Version of Record
article-version (VoR) Version of Record
Paphiopedilum malipoense S.C.Chen & Z.H.Tsi is a new orchid species found in Malipo county, Yunnan. Here we report the complete chloroplast (cp) genome sequence and the features of P. malipoense. Its cp genome sequence of P. malipoense is 158,708 bp,
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::0fe52b4591530c16f71c52ae34e80c77
http://europepmc.org/articles/PMC7706870
http://europepmc.org/articles/PMC7706870
Autor:
Mo Li Zhao, Qiang Yong Zhang
Publikováno v:
Advanced Materials Research. 575:59-63
Seepage is one of the major influence factors for engineering stability. In this study, the equations of hydro-mechanical coupling in dual-porosity media including the governing equations of deformation and seepage are employed. The fluid gravity in
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a9769eec67618654d03b6cceaaeb9642
https://doi.org/10.4028/www.scientific.net/amr.575.59
https://doi.org/10.4028/www.scientific.net/amr.575.59
Publikováno v:
Advanced Materials Research. :3336-3342
For the safety of salt rock underground gas storage cavern, uncertainties of material parameters and their influence to structure must be considered. In this paper, random field method is used for failure probability analysis of gas storage cavern. R
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::22cb288ca3509f8b4659d9b6e6886d12
https://doi.org/10.4028/www.scientific.net/amr.163-167.3336
https://doi.org/10.4028/www.scientific.net/amr.163-167.3336
Publikováno v:
Advanced Materials Research. :1187-1194
The center hole deformation test of rigid bearing plate is an important method for understanding deformation properties of deep weak rock mass. According to the center hole deformation test of rigid bearing plate in dam zone of Dagangshan hydropower
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::418e32c5d71247895b7cb1c2e4453716
https://doi.org/10.4028/www.scientific.net/amr.33-37.1187
https://doi.org/10.4028/www.scientific.net/amr.33-37.1187
Publikováno v:
Advanced Materials Research. :429-434
Due to lots of hypothesis, the theoretical analytical solution of the creep parameters inversion can not reflect the in-situ conditions actually. In order to simulate the process of the compressive creep tests of the in-situ bearing plate, the affect
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f6206ebaa68f9891b621adc7c3c48db1
https://doi.org/10.4028/www.scientific.net/amr.33-37.429
https://doi.org/10.4028/www.scientific.net/amr.33-37.429
Publikováno v:
Advanced Materials Research. :129-132
As the implementations of the western development in China, more and more tunnels will get through the western mountains in China. In order to economize the construction costs, a new type of underground structural form called branching-out tunnel mus
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::12d8850e0b6ec21a7b9e78a9cf961c32
https://doi.org/10.4028/www.scientific.net/amr.33-37.129
https://doi.org/10.4028/www.scientific.net/amr.33-37.129
Publikováno v:
Key Engineering Materials. :1781-1784
Geomechanics model test can simulate the real excavation process of geotechnical engineering and the mechanics deformation properties of the rockmass prototype on the condition of meeting the similar principles. In order to conducting geomechanics mo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1b6f3309487708d1caaff922de2a934a
https://doi.org/10.4028/www.scientific.net/kem.326-328.1781
https://doi.org/10.4028/www.scientific.net/kem.326-328.1781
Publikováno v:
Key Engineering Materials. :557-560
Geomechanics model test has some distinctive advantages in simulating changing laws of stress and strain of rockmass as well as failure mechanism of surrounding rockmass of tunnel. In order to systematically study mechanics deformation properties of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0b46add20e71e3d76bc3d201926d6153
https://doi.org/10.4028/www.scientific.net/kem.326-328.557
https://doi.org/10.4028/www.scientific.net/kem.326-328.557