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pro vyhledávání: '"Cheng Zhong Gong"'
Autor:
Cheng Zhong Gong, Chun Lin He
Publikováno v:
Applied Mechanics and Materials. :471-474
Based on test method of numerical simulation, the bearing characteristics of large-diameter rock-socket pile with different super-thick pile caps have been analyzed, including the finite element model, Numeric Simulation of different heights of pile
Publikováno v:
Applied Mechanics and Materials. :432-435
Wujiang Bridge is located on the Wujiang River in Chongqing Province in China. Based on test method of numerical simulation, the bearing characteristics of this large-diameter rock-socket pile with super-thick pile caps have been analyzed, including
Autor:
Chun Lin He, Cheng Zhong Gong
Publikováno v:
Advanced Materials Research. :1024-1027
Based on the situ results of Self-balanced Method and Anchored Pile Method on the piles of Qingdao Gulf Bridge, the test method of them have been contrasted in same cite. Compared with anchor piles method the self-balancing test is simple way which s
Autor:
Cheng Zhong Gong, Chun Lin He
Publikováno v:
Applied Mechanics and Materials. :2501-2504
With the development of long-span bridge engineering and increase of load on construction, the piles which socketed in rock more than 5 diameters have been used in some bridge engineering. Based on the technique of Anchored piles method, the static l
Publikováno v:
Advanced Materials Research. :1669-1673
Beipan River Bridge is located on the Beipan River Grand Canyon in the middle of Yunnan-Guizhou Plateau. The bridge pile, diameter of 2.8m, subjects to the vertical load design value of 58000KN, the thickness embedded in the breeze rock more than 85%