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- W2368592648 abstract "The foundation for the main pier No.5 of Edong Changjiang River Bridge is a deep water foundation composed of totally 33 numbers of bored piles,each 2.8 m in diameter in the overburden stratum,2.5 m in diameter in the rock and 71 m in length.The boring construction of the piles was carried out by the jib crane and the working platform supported by the steel casings.In the construction,the diameter 2.85 m and 25 mm thick steel casings were fully used as the main carrying structure and the lateral bracing system was concurrently used as the pipes for circulating slurry for bored hole protection.The MIDAS Civil finite element software was used to calculate and analyze three kinds of the load cases at the steel casings driving stage in the building process of the platform,the service stage and also the boring construction stage.The results of the calculation and analysis show that the integral structure of the platform is stable,the stress in all members is less than the allowable values and the stress and deformation of the platform all can satisfy the construction requirements." @default.
- W2368592648 created "2016-06-24" @default.
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- W2368592648 date "2009-01-01" @default.
- W2368592648 modified "2023-09-23" @default.
- W2368592648 title "Design of Boring Platform for Main Pier No.5 of Edong Changjiang River Bridge" @default.
- W2368592648 hasPublicationYear "2009" @default.
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