Zobrazeno 1 - 10
of 32
pro vyhledávání: '"Hai Hong Mo"'
Publikováno v:
In Procedia Earth and Planetary Science 2012 5:58-63
Publikováno v:
International Journal of Structural and Civil Engineering Research. :125-129
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7caac8d8c5baf1386e5b615094fef736
https://doi.org/10.18178/ijscer.7.2.125-129
https://doi.org/10.18178/ijscer.7.2.125-129
Publikováno v:
Proceedings of GeoShanghai 2018 International Conference: Rock Mechanics and Rock Engineering ISBN: 9789811301124
The slopes in southwest of China are high and steep. Moreover, their geological conditions and form history are complicated. Stability of slope was one the most important for the expressway constructions in these areas. Based on the excavation and re
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e8419a4ccce7db14616cce2993dbaaf3
https://doi.org/10.1007/978-981-13-0113-1_12
https://doi.org/10.1007/978-981-13-0113-1_12
Autor:
Hai Hong Mo
Publikováno v:
Applied Mechanics and Materials. :1558-1562
The nonlinear basic theory and nonlinear influence factor of cable-stayed bridge has been introduced. Quantitative analysis to the sag effect, beam-column effect and large deformation effect has been done based on a cable-stayed bridge. Analysis show
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bdf49dc9d14b2afc448cf82c8bc2e197
https://doi.org/10.4028/www.scientific.net/amm.587-589.1558
https://doi.org/10.4028/www.scientific.net/amm.587-589.1558
Publikováno v:
Advanced Materials Research. 815:279-284
In order to obtain the influencing factors and behavior of the intrinsic length of clay in Tianhe District of Guangzhou, different specimens are fabricated by the mixing clay and quartz sand in Tianhe District. Using the triaxial shear test results,
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b3e9536ecef62b515317ef7aa7e2ea37
https://doi.org/10.4028/www.scientific.net/amr.815.279
https://doi.org/10.4028/www.scientific.net/amr.815.279
Publikováno v:
Advanced Materials Research. 815:240-245
A three-dimensional refined model of composite lining is built with the example of shield tunnel of Xijiang water diversion project in Guangzhou by using finite element software. Segment opening and steel pile deformation characteristics are analyzed
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3c4e67c727a89e2f6fa96b5d7588c5c9
https://doi.org/10.4028/www.scientific.net/amr.815.240
https://doi.org/10.4028/www.scientific.net/amr.815.240
Publikováno v:
Advanced Materials Research. :248-252
As a natural nanomaterial, the bentonite is widely used in industry and engineering, and it is used in the anti-seepage (infiltration) project in civil engineer because of its low permeability. The micro-pore structure characteristics of the bentonit
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d6f21d5207e149f4244dc1187860a890
https://doi.org/10.4028/www.scientific.net/amr.785-786.248
https://doi.org/10.4028/www.scientific.net/amr.785-786.248
Publikováno v:
Applied Mechanics and Materials. 387:180-184
The numerical simulation analysis on the whole process of the tube immersing is researched, which use computational fluid dynamics method, is based on RNG k~ε turbulence model. The analysis shows that: additional pressure of tube lateral wall depend
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1885fcf8c73c78907d42e7da5bb03351
https://doi.org/10.4028/www.scientific.net/amm.387.180
https://doi.org/10.4028/www.scientific.net/amm.387.180
Publikováno v:
Applied Mechanics and Materials. 387:100-104
The main focus is to present the theoretical methods to analyze the slide destruction reinforced by grass, geogrid, and revetment in a rigid grid-pile composite foundation. The methods are based on the balance condition of the slope. Using these meth
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4f6fef715c4854ee4013987cf4a471e3
https://doi.org/10.4028/www.scientific.net/amm.387.100
https://doi.org/10.4028/www.scientific.net/amm.387.100
Publikováno v:
Applied Mechanics and Materials. :1411-1416
The profile layout rationality and internal stress structure of a large-section cable tunnel and a cable-laying scheme at splicing locations were studied through full-scale model test. The full scale shield tunnel which the diameter was 6m was built
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b6bd7f593bdc7c67c119eee9d3a2611f
https://doi.org/10.4028/www.scientific.net/amm.353-356.1411
https://doi.org/10.4028/www.scientific.net/amm.353-356.1411