Numerical Investigation on Behavior of Compressive Piles in Coastal Tidal Flat with Fill
نویسندگان
چکیده
The control centers of wind power plants are usually located in coastal tidal flat areas. A thick fill should be placed at the original ground level to ensure that design elevation is maintained above water table. However, filling would cause a long-term settlement and further lead development negative skin friction (NSF) pile foundations for centers. CPTU tests were conducted calibrate soil properties, which rationalities verified by comparisons pile-bearing capacities between full-scale axial compressive ?-method. numerical analysis method was then established investigate influence additional pressures on bearing behavior over time NSF caused consolidation capacity. Finally, simple procedure employed evolution behavior.
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ژورنال
عنوان ژورنال: Journal of Marine Science and Engineering
سال: 2022
ISSN: ['2077-1312']
DOI: https://doi.org/10.3390/jmse10111742