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- W132683671 abstract "Taking Guang-San highway widening engineering as background, in-situ monitoring investigation on working performance of concrete pile and prestressed concrete pipe pile(PHC) supported embankment is carried out. The settlement, pore water pressure, and deep lateral displacement of sub grade has been tested and analyzed during and after the embankment filling construction. The test results indicate that when the widening sub grade is strengthened by concrete pile, the pore water pressure of widening sub grade is influenced by the height of embankment filling and the age of concrete pile, the post-construction settlement has been effectively controlled. And when the the widening sub grade is strengthened by prestressed concrete pipe pile, little variation of the pore water pressure and deep lateral displacement has been observed since the end of embankment filling construction. The residual settlement of sub grade is quite small, and the preloading time can be significantly saved, then the pavement can be constructed immediately, and the traffic can be opened as soon as possible." @default.
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- W132683671 date "2012-05-18" @default.
- W132683671 modified "2023-09-27" @default.
- W132683671 title "Application and in-situ Monitoring of Pile-supported Reinforced Embankment on Widening Highway" @default.
- W132683671 doi "https://doi.org/10.1109/icetce.2012.110" @default.
- W132683671 hasPublicationYear "2012" @default.
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