Bridge pile foundation on large-scale deposit body bears not only the vertical force transmitted from superstructure, but the lateral force transmitted from slope deformation, so the force situation is complex. The method of solving the internal force of piles which is simulated with solid elements is put forward in the paper. Taking Dahuaqiao bridge pile foundation as an example to carry out numerical simulation analysis. The distribution rules of axial force, shear force and bending moment of the pile in different position were analyzed. The results can provide the basis for the design and safety evaluation of bridge pile foundation.
| Published in | American Journal of Civil Engineering (Volume 6, Issue 2) |
| DOI | 10.11648/j.ajce.20180602.14 |
| Page(s) | 78-86 |
| Creative Commons |
This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited. |
| Copyright |
Copyright © The Author(s), 2024. Published by Science Publishing Group |
Pile Foundation, Large-Scale Deposit Bod, Numerical Simulation Analysis, Pile-Soil Interaction
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APA Style
Ping Sun, Xi Chen. (2018). Numerical Simulation of Interaction Between Soil and Pile Foundation of Bridge on Large-Scale Deposit Body. American Journal of Civil Engineering, 6(2), 78-86. https://doi.org/10.11648/j.ajce.20180602.14
ACS Style
Ping Sun; Xi Chen. Numerical Simulation of Interaction Between Soil and Pile Foundation of Bridge on Large-Scale Deposit Body. Am. J. Civ. Eng. 2018, 6(2), 78-86. doi: 10.11648/j.ajce.20180602.14
AMA Style
Ping Sun, Xi Chen. Numerical Simulation of Interaction Between Soil and Pile Foundation of Bridge on Large-Scale Deposit Body. Am J Civ Eng. 2018;6(2):78-86. doi: 10.11648/j.ajce.20180602.14
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Download@article{10.11648/j.ajce.20180602.14,
author = {Ping Sun and Xi Chen},
title = {Numerical Simulation of Interaction Between Soil and Pile Foundation of Bridge on Large-Scale Deposit Body},
journal = {American Journal of Civil Engineering},
volume = {6},
number = {2},
pages = {78-86},
doi = {10.11648/j.ajce.20180602.14},
url = {https://doi.org/10.11648/j.ajce.20180602.14},
eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajce.20180602.14},
abstract = {Bridge pile foundation on large-scale deposit body bears not only the vertical force transmitted from superstructure, but the lateral force transmitted from slope deformation, so the force situation is complex. The method of solving the internal force of piles which is simulated with solid elements is put forward in the paper. Taking Dahuaqiao bridge pile foundation as an example to carry out numerical simulation analysis. The distribution rules of axial force, shear force and bending moment of the pile in different position were analyzed. The results can provide the basis for the design and safety evaluation of bridge pile foundation.},
year = {2018}
}
TY - JOUR T1 - Numerical Simulation of Interaction Between Soil and Pile Foundation of Bridge on Large-Scale Deposit Body AU - Ping Sun AU - Xi Chen Y1 - 2018/06/10 PY - 2018 N1 - https://doi.org/10.11648/j.ajce.20180602.14 DO - 10.11648/j.ajce.20180602.14 T2 - American Journal of Civil Engineering JF - American Journal of Civil Engineering JO - American Journal of Civil Engineering SP - 78 EP - 86 PB - Science Publishing Group SN - 2330-8737 UR - https://doi.org/10.11648/j.ajce.20180602.14 AB - Bridge pile foundation on large-scale deposit body bears not only the vertical force transmitted from superstructure, but the lateral force transmitted from slope deformation, so the force situation is complex. The method of solving the internal force of piles which is simulated with solid elements is put forward in the paper. Taking Dahuaqiao bridge pile foundation as an example to carry out numerical simulation analysis. The distribution rules of axial force, shear force and bending moment of the pile in different position were analyzed. The results can provide the basis for the design and safety evaluation of bridge pile foundation. VL - 6 IS - 2 ER -
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