| Issue |
E3S Web Conf.
Volume 283, 2021
2021 3rd International Conference on Civil, Architecture and Urban Engineering (ICCAUE 2021)
|
|
|---|---|---|
| Article Number | 01039 | |
| Number of page(s) | 5 | |
| Section | Research on Civil Engineering and Geotechnical Hydrological Structure | |
| DOI | https://doi.org/10.1051/e3sconf/202128301039 | |
| Published online | 07 July 2021 | |
Model test study of bending moment and negative skin friction for batter rock-socketed piles under surface load
1 School of Civil Engineering, Tianjin University, Tianjin 300350, China
2 Key Laboratory of Port Geotechnical Engineering of Tianjin, Tianjin 300222, China
3 CCCC Tianjin Port Engineering Institute Co., Ltd. Tianjin 300222, China
* Corresponding author: renyx66@163.com
Batter rock-socketed piles (BRSP) foundation is one of common foundations, such as port engineering or cross-sea bridge, while there are few studies on negative skin friction for BRSP. A series of model tests are conducted to explore negative skin friction of BRSP which are embedded in thick soft clay. The effects of the inclined angle of piles and soil consolidation time to negative friction resistance and the bending moment of BRSP are analyzed. The test results show that: the development of negative friction and bending moment BRSP have pronounced time effect; the longer the consolidation time is, the slower the axial force and bending moment intensify. The ultimate pile shaft axial force and bending moment increases nonlinearly concerning the inclined angle of piles. And the “neutral point” position and peak point of bending moment is always located at 0.9~1.0 times soil depth.
© The Authors, published by EDP Sciences, 2021
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