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- W2364257067 abstract "A large quantity of deep soft soil are distributed along a high-speed railway with the design speed of350 km / h. Many methods for foundation treatment are adopted for this line in order to meet the control criterion of subgrade settlement. For certain construction site treated by pile-raft composite foundation,( where the pile body was extra-long precast concrete pipe pile,) the dynamic response thereof under operation of high-speed train numerical simulation analysie was made,thus the distribution of dynamic deviator stress in the subgrade was obtained and,combined with the empirical equation recommended by Li and Selig,the plastic deformation accumulated therein was estimated." @default.
- W2364257067 created "2016-06-24" @default.
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- W2364257067 date "2015-01-01" @default.
- W2364257067 modified "2023-09-23" @default.
- W2364257067 title "Analysis on Accumulated Post-construction Deformation of Pile-raft Composite Foundation in a High-speed Railway Project" @default.
- W2364257067 hasPublicationYear "2015" @default.
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